NC0024228_wasteload allocation (analysis)_20121214

f, TETRA TECH
Memorandum
One Park Drive, Suite 200 • PO Box 14409
Research Triangle Park, NC 27709
Tel [phone] • Fax [phone]
To: Tom Belnick, Julie Grzyb Date: December 14, 2012
From: Trevor Clements Subject: High Point Westside Facility
WLA Analysis - Supplement
cc: Pam Behm, Terry Houk Proj. No. 100-RTP-T17031
In a previous memo dated November 9, 2012, I provided the documentation of Tetra Tech's waste load
allocation (WLA) modeling analysis for expansion of the City of High Point Westside discharge. That
analysis cover four scenarios that represented conditions expected for a restored Rich Fork Creek channel
with regard to addressing existing problems associated with legacy sand mining and excessive tree fall.
The Division of Water Quality (DWQ) and the City have determined that completion of the next phase of
facility upgrade and expansion could potentially occur prior to completion of the stream restoration
projects (which will require easement acquisition and multiple environmental permits or approvals).
Therefore, DWQ requested that Tetra Tech provide additional WLA analysis to cover that set of
circumstances within the NPDES permit.
This supplemental memo summarizes the additional model setup, application, and results for a waste load
allocation (WLA) analysis for expansion of the High Point Westside discharge to 8.2 MGD prior to
completion of planned stream channel restoration activities.
1. ADDITIONAL MODEL SET-UP
For this supplemental analysis, the QUAL2E model (configured for the existing unrestored channel) was
setup to support WLA development for the following two additional scenarios per request by DWQ:
5. WWTP flow of 8.2 MGD for summer conditions
6. WWTP flow of 8.2 MGD for winter conditions
Descriptions of the modeling assumptions for these two additional scenarios are provided herein,
organized by key model parameter categories. Where available, assumptions reflect Level C modeling
guidance provided in the Waste Load Allocation Standard Operating Procedures Manual (DWQ, 1990).
The modifications required to set the model up for WLA application runs included input of critical flows,
permitted wasteflows, and estimates of velocity and depth for each scenario's flow regime.
`t1 TETRATECH
1

High Point Westside WLA Analysis - Supplement December 14, 2012
Flow and Hydraulics Parameters
Headwater Flow
DWQ policy is to use 7Q10 statistics for headwater flow assumptions in steady-state BOD/DO modeling.
The statistics are estimated by the USGS upon request, and two periods are distinguished: summer (Apr —
October) and winter (Nov — Mar) related to DWQ seasonal periods for NPDES permitting. Tetra Tech
confirmed with DWQ (email correspondence 10/15/12 between Trevor Clements and Julie Grzyb) that
current estimates applied for the Westside permit should be used for consistency, which are as follows:
Summer 7Q10: 0.67 cfs (applies to modeling scenarios 1 and 3 and 5)
Winter 7Q10: 1.90 cfs (applies to modeling scenarios 2 and 4 and 6)
Incremental Base -Flow and Tributary Flow
USGS (email from Curtis Weaver, 10/12/12) indicated that the drainage area for the Westside outfall
location is 19.1 square miles. Incremental baseflow can be estimated for summer and winter 7Q10
conditions by dividing the flows by the drainage area as follows:
Summer 7Q10 incremental flow rate: 0.67 cfs/19.lsq.mi. = 0.035 cfs/sq.mi. (scenarios 1 and 3 and 5)
Winter 7Q10 incremental flow rate: 1.90 cfs/19.lsq.mi. = 0.099 cfs/sq.mi. (scenarios 2 and 4 and 6)
These values correspond well with the range of flow yield estimated by USGS (email from Curtis
Weaver, 10/12/12) as 0 to 0.8 cfs/sq.mi. for the summer and 0.04 to 0.17 csf/sq.mi. for the winter period
based on Low flow characteristics of streams in North Carolina (USGS Water -Supply Paper 2403).
Much of the drainage area downstream of the outfall is contributed by significant tributaries (Kennedy
Mill, Hunts Fork and Hamby Creek). Therefore, incremental flow will be input through the tributary
junctions as relative point sources, and baseflow along the Rich Fork Creek channel will conservatively
be assumed to be zero. Using the tributary drainage area (from HEC modeling watersheds) and yields
(incremental flow rates) estimated above, the tributary flow inputs were calculated as follows:
Kennedy Mill: DA = 7.1 sq.mi.;
Hunts Fork: DA = 11.9 sq.mi.;
Hamby Creek: DA = 30 sq.mi.;
Wastewater Flow
Summer 7Q10
Winter 7Q10 =
Summer 7Q10
Winter 7Q10 =
Summer 7Q10
Winter 7Q10 =
Scenarios 5 and 6: 8.2 MGD = 12.69 cfs
= 7.1 *0.035 = 0.25 cfs;
7.1 *0.099 = 0.70 cfs
= 11.9*0.035 = 0.42 cfs;
11.9*0.099 = 1.18 cfs
= 30*0.035 = 1.05 cfs;
30*0.099 = 2.97 cfs
Velocity and Depth
Channel velocity and depth values will be associated with existing channel conditions and the amount of
water flowing through the channel. Total flow in the main channel will be driven by headwater flow,
wastewater flow at the outfall point, and flow in Kennedy Mill Creek immediately below the outfall.
Thus, for the two additional scenarios, flow driving velocity and depth through the DO sag portion of the
stream was estimated as follows:
Scenario 5: Headwater 7Q10 (0.67 cfs) + Effluent (12.69 cfs) + Kennedy Mill 7Q10 (0.25 cfs)
= 13.61 cfs
Scenario 6: Headwater 7Q10 (1.9 cfs cfs) + Effluent (12.69 cfs) + Kennedy Mill 7Q10 (0.70 cfs)
= 15.29 cfs
lt
TETRATECH
2

High Point Westside WLA Analysis - Supplement December 14, 2012
HECRAS results (Tetra Tech, 2009) were available for existing channel surveys through the Kanoy Road
Pool (reach 10), so that information provided input values for velocity and depth through reach 10. For
reaches 11 — 16 that would be unaffected by the planned stream restoration, the previous assumed average
velocity and depth values were applied but prorated to scenario 5 and 6 streamflow conditions.
Water Quality Parameters
Effluent Conditions
Scenario 5:
BOD5 = 5 mg/L
NH3N = 1 mg/L
DO = 7 mg/L
Scenario 6:
BOD5 = 10 mg/L
NH3N = 1.8 mg/L
DO = 7 mg/L
Conversion of BOD5 to CBOD ultimate concentration was estimated using the Thomann and Mueller F-
ratio value of 2.47 (1987, Principles of Surface Water Quality Modeling and Control based on facility
studies). Kd was conservatively maintained at the same values for the calibrated model. With increased
flow and velocity, we would expect lower Kd values, so this assumption is considered conservative.
Based on previous modeling data, the effluent will be assumed to have a summer temperature of 25 C and
winter temperature of 15 C.
Headwater Water Quality Conditions
Quality assured water quality data have been collected upstream of the High Point Westside outfall by the
Yadkin Pee -Dee River Basin Association (YPDRBA) since 1998. Station Q5745000 is located on Rich
Fork Creek at the Chestnut Street crossing. These data were used to establish headwater water quality
conditions. These assumptions were also applied to incremental baseflow for summer and winter,
respectively.
Summer Temperature: The 90th percentile of temperature monitored between the months of July through
October was calculated to provide the summer headwater temperature condition for the model. For 114
observations recorded between July 1998 and July 2012, the 90tt' percentile was calculated at 24.3 C.
Winter Temperature: The 90th percentile of temperature monitored during the month of November was
calculated to provide the winter headwater temperature condition for the model. For 12 observations
recorded between 1998 and July 2011, the 90th percentile was calculated at 13.6 C.
Summer DO: The median percent saturation for DO for the most recent five years of YPDRBA data
collected at Q5745000 for the summer period was 82 percent. At 24.3 C, this converts to a headwater DO
concentration for the model of 6.8 mg/L (i.e., 82 percent of 8.31 mg/L).
Winter DO: The median percent saturation for DO for the most recent five years of YPDRBA data
collected at Q5745000 for the winter period was 79 percent. At 13.6 C, this converts to a headwater DO
concentration for the model of 8.2 mg/L (i.e., 79 percent of 10.38 mg/L).
Summer Nitrogen: Upstream summer concentrations observed by YPDRBA for ammonia (NH3N) and
TKN have remained relatively consistent with period of record and last five year record being essentially
the same (0.07mg/L NH3N and 0.4 mg/L TKN). Summer headwater organic nitrogen concentration is
therefore assumed to be 0.33 mg/L (i.e., 0.4 mg/L TKN minus 0.07 mg/L NH3N).
TETRATECH
3

High Point Westside WLA Analysis - Supplement December 14, 2012
Winter Nitrogen: Similar to the summer observations, upstream winter concentrations observed by
YPDRBA for ammonia (NH3N) and TKN have remained relatively consistent with period of record and
last five year record being essentially the same (0.06mg/L NH3N and 0.25 mg/L TKN). Winter headwater
organic nitrogen concentration is therefore assumed to be 0.19 mg/L (i.e., 0.25 mg/L TKN minus 0.06 mg/L
NH3N).
A complete record of all inputs can be found in the model input files for each scenario provided in
supplemental Attachments E and F (to distinguish them from Attachments A — D for the original
November 9 memo).
2. MODEL APPLICATION RESULTS
Model predictions for flow, DO, CBOD, and NH3N are shown in Figures 1 through 4, respectively
(model output for all four scenarios is provided in Attachments E and F).
Flow Predictions
Figure 1 shows flow assumptions for scenarios 5 and 6. This information helps in further understanding
predicted water quality results. Tributary flows change main stem water quality concentrations in Rich
Fork Creek, which can be seen in the line graphs for Figures 2 — 4 where the flow changes occur.
— — Run 5: 8.2 MGD Summer
— — Run 6: 8.2 MGD Winter
FLOW (CFS)
-1. -1. h7 IN
7 CA O C71 0 L
1'/
1 -
-
I I
V r
.r. r
I 1
r r l .Ir
1 1 11 I11
I rirlr
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I 1 1
I. rlr rlr rlr. . .I. r rlr rlr.r.rl
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Distance (mi)
r .Ir
I I
rlrlrlr r r.lrlrlr r
I 1 1 I I
r r
I
rl .r>
I I
I.l.I
.I.I
Figure 1. Assumed Critical Flow Levels for Scenarios 5 and 6
DO Predictions
The DO profiles in Figure 2 illustrate that in both the summer and winter conditions, the lowest DO
sagpoint is expected to occur around mile 3.5 (i.e., at the Ball Road pooling area).
TETRATECH
4

High Point Westside WLA Analysis - Supplement
December 14, 2012
E
0
— —
Run 5: 8.2 MGD Summer
Run 6: 8.2 MGD Winter
9
B1
'
— _
—
_ —
....
2
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I., le
^h ,b
tw
h h• 6 k• h
Distance (mi)
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Figure 2. Model Predicted DO Concentration for Scenarios 5 and 6
CBOD Predictions
Figure 3 provides the CBOD ultimate profiles for scenarios 5 and 6. As was the case for Scenarios 1 - 4,
the predicted concentrations reflect conservative estimates since intermediate baseflow other than
tributary flow was not included in the model. Additionally, actual effluent concentrations will be
considerably less than permitted values in order to maintain compliance.
—
— Run 5: 8.2 MGD3ununer
—
— Run 6: 8.2 MGD Winter
25
20
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—
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Figure 3. Model Predicted CBOD Ultimate Concentrations for Scenarios 5 and 6
TETRA TECH
5

High Point Westside WLA Analysis - Supplement
December 14, 2012
NH3N Predictions
Figure 4 provides the model predicted ammonia concentrations for scenarios 5 and 6. Model output
shows that decay of organic nitrogen to ammonia is partially off -setting the impact of ammonia decay in
the model. This explains the relatively shallow decline evidenced in the plots of NH3N concentration,
particularly in the summer. Again, these would be considered conservative estimates of NH3N since
intermediate baseflow other than tributary flow was not included in the model. Also once again, actual
effluent concentrations will be expected to be less than permitted values in order to maintain compliance.
1.8
— — Run 5: 8.2 MGD Summer — — Run B: 8.2 NIGD Winter
1.6
1.4
r
f
— — —
— 1.2
a) 1.0
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b. t.. g 4. 6 4h 1 A • ga• 9 4v k Nog R 4%• k
Distance (mi)
Figure 4. Model Predicted NH3N Concentration for WLA Scenarios 5 and 6
3. REFERENCES
NCDENR, 1990. NCDEM Wasteload Allocations Standard Operating Procedures Manual, Division of
Environmental Management, Water Quality Section.
NCDWQ. 10/15/12 email correspondence between Trevor Clements (Tetra Tech) and Julie Grzyb
(DWQ) regarding USGS low flow statistics and values to apply to WLA scenarios.
Tetra Tech, January 2008. Results of Phase I Field Monitoring and Model Updates for the High Point
Westside Discharge to Rich Fork Creek. Prepared for the City of High Point and and Hazen & Sawyer, P.C.
Thomann and Mueller. 1987. Principles of Surface Water Quality Modeling and Control.
USGS. 10/12/12 email from Curtis Weaver (USGS) to Trevor Clements (Tetra Tech) regarding USGS
low flow statistics for Rich Fork Creek.
USGS. 1993. Low flow characteristics of streams in North Carolina (USGS Water -Supply Paper 2403).
TETRATECH
6

High Point Westside WLA Analysis - Supplement December 11, 2012
ATTACHMENT E. QUAL2E Model Input and Output for Scenario 5
TETRATECH
7

WLAScen5a.inp
TITLE01 Scenario 5 - existing channelconditions - Summer Critical
Conditions
TITLE02
TITLE03 NO
TITLE04 NO
TITLE05 NO
TITLE06 NO
TITLE07 YES
TITLE08 NO
TITLE09 NO
TITLE10
TITLE11 YES
TITLE12
TITLE13 YES
TITLE14 NO
TITLE15 NO
ENDTITLE
LIST DATA INPUT
WRITE OPTIONAL SUMMARY
NO FLOW AUGMENTATION
STEADY STATE
NO TRAPEZOIDAL CHANNELS
PRINT SOLAR/LCD DATA
PLOT DO/BOD
FIXED DNSTRM CONC (YES=1)
INPUT METRIC (YES=1)
NUMBER OF REACHES
NUM OF HEADWATERS
TIME STEP (HOURS)
MAXIMUM SSTATE ITERATIONS
LATITUDE OF BASIN (DEG)
STANDARD MERIDIAN (DEG)
EVAP. COEFF. (AE)
ELEV OF BASIN (ELEV)
ENDATA1
O UPTAKE BY NH3 OXID(MG 0/MG N) 3.43
O PROD BY ALGAE (MG 0/MG A) 1.6
N CONTENT OF ALGAE (MG N/MG A) 0.085
ALG MAX SPEC GROTH RATE(1/DAY) 2
N HALF SATURATION CONST (MG/L) 0.2
LIN ALG SHADE CO (1/H-UGCHA/L) 0.0027
LIGHT FUNCTION OPTION (LFNOPT) 1
DAILY AVERAGING OPTION (LAVOPT) 1
NUMBER OF DAYLIGHT HOURS (NDLH) 11.2
ALGY GROWTH CALC OPTION (LGROPT) 1
ALG/TEMP SOLR RAD FACTOR (TFACT) 0.45
ENDATA1A
ENDATA1B
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
Rich Fork Creek from WWTP to mouth; High Pt discharge = 8.2 MGD
CONSERVATIVE MINERAL I
CONSERVATIVE MINERAL II
CONSERVATIVE MINERAL III
TEMPERATURE
BIOCHEMICAL OXYGEN DEMAND
ALGAE AS CHL-A IN UG/L
PHOSPHORUS CYCLE AS P IN MG/L
(ORGANIC-P; DISSOLVED-P)
NITROGEN CYCLE AS N IN MG/L
(ORGANIC-N; AMMONIA-N; NITRITE-N, NITRATE-N)
DISSOLVED OXYGEN IN MG/L
FECAL COLIFORMS IN NO./100 ML
ARBITRARY NON -CONSERVATIVE
0
0
16
1
1
30
35
75
0.00103
680
1 WWTP to 109 pool
2 through 109 pool
3 to Bedrock Knoll
4 to MS Rd
5 to confluence
6 to breakpoint
7 to ball road
8 through ball pool
9 to Kanoy Road
10 through kanoy pool
11 to shuler road
12 to utility easement
13 to below evans road
14 to below business 85
5D-ULT BOD CONV K COEF
OUTPUT METRIC (YES=1)
NUMBER OF JUNCTIONS
NUMBER OF POINT LOADS
LNTH COMP ELEMENT (DX)
TIME INC. FOR RPT2 (HRS)
LONGITIUDE OF BASIN (DEG)
DAY OF YEAR START TIME
EVAP COEF. (BE)
DUST ATTENUATION COEF.
0
0
4
0.1
1
80
248
0.0000094
0.06
O UPTAKE BY NO3 OXID(MG 0/MG N)
O UPTAKE BY ALGAE (MG 0/MG A)
P CONTENT OF ALGAE (MG N/MG A)
ALGAE RESPIRATION RATE (1/DAY)
P HALF SATURATION CONST (MG/L)
NLIN SHADE (1/H-(UGCHA/L)'`'`2/3)
LIGHT SATURATION COEF (INT/MIN)
LIGHT AVERAGING FACTOR (AFACT)
TOTAL DAILY SOLAR RADTN (INT)
ALGAL PREF FOR NH3-N (PREFN)
NITRIFICATION INHIBITION COEF
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
Page 1
12.5 TO
12.2 TO
12.0 TO
11.7 TO
10.9 TO
10.4 TO
9.9 TO
9.2 TO
9.0 TO
8.0 TO
7.9 TO
6.4 TO
5.6 TO
4.5 TO
1.14
1.9
0.013
0.1
0.04
0.0165
0.03
0.92
400
0.5
10
12.2
12.0
11.7
10.9
10.4
9.9
9.2
9.0
8.0
7.9
6.4
5.6
4.5
2.8

WLAScen5a.inp
STREAM REACH 15 to below old hwy 29 FROM 2.8 TO
STREAM REACH 16 to mouth FROM 1.7 TO
ENDATA2
ENDATA3
FLAG FIELD RCH= 1 3 1 6 2
FLAG FIELD RCH= 2 2 6 2
FLAG FIELD RCH= 3 3 2 2 2
FLAG FIELD RCH= 4 8 2 2 2 2 2 2 2 2
1.7
0
FLAG FIELD RCH= 5 5 2 2 2 2 2
FLAG FIELD RCH= 6 5 2 2 2 2 2
FLAG FIELD RCH= 7 7 2 2 2 2 2 2 2
FLAG FIELD RCH= 8 2 2 2
FLAG FIELD RCH= 9 10 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 10 1 2
FLAG FIELD RCH= 11 15 2 2 2 2 6 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 12 8 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 13 11 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 14 17 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 15 11 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 16 17 2 2 2 2 2 2 2 6 2 2 2 2 2 2 2 2 5
ENDATA4
HYDRAULCS RCH= 1 1.310 0 0.95 0 0.025
HYDRAULCS RCH= 2 0.180 0 3.52 0 0.025
HYDRAULCS RCH= 3 0.285 0 1.57 0 0.025
HYDRAULCS RCH= 4 0.285 0 1.73 0 0.025
HYDRAULCS RCH= 5 0.580 0 1.10 0 0.025
HYDRAULCS RCH= 6 0.565 0 1.07 0 0.025
HYDRAULCS RCH= 7 0.400 0 1.77 0 0.025
HYDRAULCS RCH= 8 0.180 0 3.52 0 0.025
HYDRAULCS RCH= 9 0.580 0 1.10 0 0.025
HYDRAULCS RCH= 10 0.100 0 3.52 0 0.025
HYDRAULCS RCH= 11 0.639 0 0.89 0 0.025
HYDRAULCS RCH= 12 0.639 0 0.89 0 0.025
HYDRAULCS RCH= 13 0.639 0 0.89 0 0.025
HYDRAULCS RCH= 14 0.639 0 0.89 0 0.025
HYDRAULCS RCH= 15 0.639 0 0.89 0 0.025
HYDRAULCS RCH= 16 0.639 0 0.89 0 0.025
ENDATAS
ENDATA5A
REACT COEF RCH= 1 0.320 0 0.149 5
REACT COEF RCH= 2 0.300 0 0.145 1 0.32
REACT COEF RCH= 3 0.280 0 0.140 5
REACT COEF RCH= 4 0.200 0 0.130 5
REACT COEF RCH= 5 0.130 0 0.119 5
REACT COEF RCH= 6 0.130 0 0.111 5
REACT COEF RCH= 7 0.100 0 0.100 5
REACT COEF RCH= 8 0.100 0 0.093 1 0.32
REACT COEF RCH= 9 0.100 0 0.083 5
REACT COEF RCH= 10 0.100 0 0.075 1 0.32
REACT COEF RCH= 11 0.100 0 0.075 5
REACT COEF RCH= 12 0.100 0 0.075 5
REACT COEF RCH= 13 0.100 0 0.075 5
REACT COEF RCH= 14 0.100 0 0.075 5
REACT COEF RCH= 15 0.100 0 0.075 5
REACT COEF RCH= 16 0.100 0 0.075 5
ENDATA6
N AND P COEF RCH= 1 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 2 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 3 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 4 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 5 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 6 0.1 0.1 0.2 0 0.5
Page 2

N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
ENDATA6A
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ENDATA6b
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
ENDATA7
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
ENDATA7A
INCR FLOW-1 RCH= 1
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
7
8
10
11
12
13
14
15
16
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
76.64
75.56
75.02
74.66
74.30
73.76
73.22
72.68
72.68
72.68
72.68
72.68
72.68
72.68
72.68
72.68
WLAScen5a.inp
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
7 0.75
6 0.75
5 0.75
5 0.75
5 0.75
4 0.75
4 0.75
4 0.75
4 0.75
4 0.75
4 0.75
4 0.75
4 0.75
4 0.75
4 0.75
4 0.75
1 0.33 0.1
2 0.33 0.1
3 0.33 0.1
4 0.33 0.1
5 0.33 0.1
6 0.33 0.1
7 0.33 0.1
8 0.33 0.1
9 0.33 0.1
10 0.33 0.1
11 0.33 0.1
12 0.33 0.1
13 0.33 0.1
14 0.33 0.1
15 0.33 0.1
16 0.33 0.1
Page 3
0
o
o
0
0
o
0
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13

INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
INCR FLOW-1
INCR FLOW-1
INCR FLOW-1
INCR FLOW-1
ENDATA8
INCR FLOW-2
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
ENDATA8A
ENDATA9
HEADWTR-1
ENDATA10
HEADWTR-2
ENDATA10A
POINTLD-1
POINTLD-1
POINTLD-1
POINTLD-1
ENDATA11
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
ENDATA11A
ENDATA12
ENDATA13
ENDATA13A
WLAScen5a.inp
RCH= 2
RCH= 3
RCH= 4
RCH= 5
RCH= 6
RCH= 7
RCH= 8
RCH= 9
RCH= 10
RCH= 11
RCH= 12
RCH= 13
RCH= 14
RCH= 15
RCH= 16
RCH= 1
RCH= 2
RCH= 3
RCH= 4
RCH= 5
RCH= 6
RCH= 7
RCH= 8
RCH= 9
RCH= 10
RCH= 11
RCH= 12
RCH= 13
RCH= 14
RCH= 15
RCH= 16
HDW= 1 Rich Fork Creek 0.67 75.7 6.8 2.00
HDW= 1 0.33 0.07 0.01 0.13
PTL=
PTL=
PTL=
PTL=
1 westside ww
2 Kennedy Mil
3 Hunts Fork
4 Hamby Creek
PTL= 1
PTL= 2
PTL= 3
PTL= 4
12.69 77.0 7.0 14
0.25 75.7 6.8 2.00
0.42 75.7 6.8 2.00
1.05 75.7 6.8 2.00
1.79 1.00 0.02 12.89
0.33 0.1 0.01 0.13
0.33 0.1 0.01 0.13
0.33 0.1 0.01 0.13
Page 4

MODEL • *
1996
$$$ (PROBLEM
CARD TYPE
TITLE01
Critical C
TITLE02
8.2
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.23000
0.00000
TITLE03
TITLE04
TITLE05
TITLE06
TITLE07
TITLE08
TITLE09
TITLE10
TITLE11
TITLE12
TITLE13
TITLE14
TITLE15
ENDTITLE
NO
NO
NO
NO
YES
NO
NO
YES
YES
NO
NO
WLAScen5a.out
* * * QUAL-2E STREAM QUALITY ROUTING
version 3.22 -- May
TITLES) $$$
QUAL-2E PROGRAM TITLES
Scenario 5 - existing channelconditions - Summer
Rich Fork Creek from WWTP to mouth; High Pt discharge
CONSERVATIVE MINERAL I
CONSERVATIVE MINERAL II
CONSERVATIVE MINERAL III
TEMPERATURE
BIOCHEMICAL OXYGEN DEMAND
ALGAE AS CHL-A IN UG/L
PHOSPHORUS CYCLE AS P IN MG/L
(ORGANIC-P; DISSOLVED-P)
NITROGEN CYCLE AS N IN MG/L
(ORGANIC-N; AMMONIA-N; NITRITE-N, NITRATE-N)
DISSOLVED OXYGEN IN MG/L
FECAL COLIFORMS IN NO./100 ML
ARBITRARY NON -CONSERVATIVE
$$$ DATA TYPE 1 (CONTROL
CARD TYPE
LIST DATA INPUT
WRITE OPTIONAL SUMMARY
NO FLOW AUGMENTATION
STEADY STATE
NO TRAPEZOIDAL CHANNELS
PRINT SOLAR/LCD DATA
PLOT DO/BOD
FIXED DNSTRM CONC (YES=1)
INPUT METRIC (YES=1)
NUMBER OF REACHES
DATA) $$$
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
16.00000
Page 1
CARD TYPE
5D-ULT BOD CONY K COEF
OUTPUT METRIC (YES=1)
NUMBER OF JUNCTIONS

0.00001
0.06000
0.00000
0/MG N)
0/MG A)
N/MG A)
(1/DAY)
(MG/L)
0.00000
4.00000
0.10000
1.00000
80.00000
NUM OF HEADWATERS
TIME STEP (HOURS)
MAXIMUM SSTATE ITERATIONS
LATITUDE OF BASIN (DEG)
STANDARD MERIDIAN (DEG)
248.00000
EVAP. COEFF. (AE)
ELEV OF BASIN (ELEV)
ENDATA1
WLAScen5a.out
1.00000
1.00000
30.00000
35.00000
75.00000
0.00103
680.00000
0.00000
NUMBER OF POINT LOADS
LNTH COMP ELEMENT (DX)
TIME INC. FOR RPT2 (HRS)
LONGITIUDE OF BASIN (DEG)
DAY OF YEAR START TIME
EVAP COEF. (BE)
DUST ATTENUATION COEF.
$$$ DATA TYPE 1A (ALGAE PRODUCTION AND NITROGEN
CARD TYPE
O UPTAKE BY NH3 OXID(MG 0/MG N)
1.1400
O PROD BY ALGAE (MG 0/MG A)
1.9000
N CONTENT OF ALGAE (MG N/MG A)
0.0130
ALG MAX SPEC GROTH RATE(1/DAY)
0.1000
N HALF SATURATION CONST (MG/L)
0.0400
LIN ALG SHADE CO (1/FT-UGCHA/L=)
SHADE(1/FT-(UGCHA/L)**2/3)= 0.0165
LIGHT FUNCTION OPTION (LFNOPT)
(BTU/FT2-MIN) = 0.0300
DAILY AVERAGING OPTION (LAVOPT)
(AFACT) 0.9200
NUMBER OF DAYLIGHT HOURS (NDLH)
(BTU/FT-2)= 400.0000
ALGY GROWTH CALC OPTION (LGROPT)
(PREFN) 0.5000
ALG/TEMP SOLR RAD FACTOR (TFACT)
INHIBITION COEF 10.0000
ENDATA1A
0.0000
$$$
3.4300
1.6000
0.0850
2.0000
0.2000
0.0027
1.0000
1.0000
11.2000
1.0000
0.4500
0.0000
OXIDATION CONSTANTS) $$$
$$$ DATA TYPE 1B (TEMPERATURE CORRECTION CONSTANTS
CARD TYPE RATE CODE
THETA( 1) BOD DECA
THETA( 2) BOD SETT
THETA( 3) OXY TRAN
THETA( 4) SOD RATE
THETA( 5) ORGN DEC
THETA( 6) ORGN SET
THETA( 7) NH3 DECA
THETA( 8) NH3 SRCE
THETA( 9) NO2 DECA
THETA(10) PORG DEC
THETA(11) PORG SET
THETA(12) DISP SRC
THETA VALUE
1.047
1.024
1.024
1.060
1.047
1.024
1.083
1.074
1.047
1.047
1.024
1.074
Page 2
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
CARD TYPE
O UPTAKE BY NO3 OXID(MG
O UPTAKE BY ALGAE (MG
P CONTENT OF ALGAE (MG
ALGAE RESPIRATION RATE
P HALF SATURATION CONST
NLIN
LIGHT SAT'N COEF
LIGHT AVERAGING FACTOR
TOTAL DAILY SOLR RAD
ALGAL PREF FOR NH3-N
NITRIFICATION
FOR RATE COEFFICIENTS)

R. MI/KM
12.2
12.0
11.7
10.9
10.4
9.9
9.2
9.0
8.0
7.9
6.4
5.6
4.5
2.8
1.7
0.0
0.0
SOURCES
0.
WLAScen5a.out
THETA(13) ALG GROW 1.047 DFLT
THETA(14) ALG RESP 1.047 DFLT
THETA(15) ALG SETT 1.024 DFLT
THETA(16) COLI DEC 1.047 DFLT
THETA(17) ANC DECA 1.000 DFLT
THETA(18) ANC SETT 1.024 DFLT
THETA(19) ANC SRCE 1.000 DFLT
ENDATA1B
$$$ DATA TYPE 2 (REACH IDENTIFICATION) $$$
CARD TYPE REACH ORDER AND IDENT R. MI/KM
STREAM REACH 1.0 WWTP to 109 pool FROM 12.5 TO
STREAM REACH 2.0 through 109 pool FROM 12.2 TO
STREAM REACH 3.0 to Bedrock Knoll FROM 12.0 TO
STREAM REACH 4.0 to MS Rd FROM 11.7 TO
STREAM REACH 5.0 to confluence FROM 10.9 TO
STREAM REACH 6.0 to breakpoint FROM 10.4 TO
STREAM REACH 7.0 to ball road FROM 9.9 TO
STREAM REACH 8.0 through ball pool FROM 9.2 TO
STREAM REACH 9.0 to Kanoy Road FROM 9.0 TO
STREAM REACH 10.0 through kanoy pool FROM 8.0 TO
STREAM REACH 11.0 to shuler road FROM 7.9 TO
STREAM REACH 12.0 to utility easement FROM 6.4 TO
STREAM REACH 13.0 to below evans road FROM 5.6 TO
STREAM REACH 14.0 to below business 8 FROM 4.5 TO
STREAM REACH 15.0 to below old hwy 29 FROM 2.8 TO
STREAM REACH 16.0 to mouth FROM 1.7 TO
ENDATA2 0.0 0.0
$$$ DATA TYPE 3 (TARGET LEVEL DO AND FLOW AUGMENTATION SOURCES) $$$
CARD TYPE REACH AVAIL HDWS TARGET ORDER OF AVAIL
ENDATA3 0. 0. 0.0 0. 0. 0. 0. 0.
$$$ DATA TYPE 4 (COMPUTATIONAL REACH FLAG FIELD) $$$
CARD TYPE REACH ELEMENTS/REACH
FLAG FIELD 1. 3.
1.6.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 2. 2.
6.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 3. 3.
Page 3
COMPUTATIONAL FLAGS

WLA5cen5a.out
2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 4. 8.
2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 5. 5.
2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 6. 5.
2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 7. 7.
2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 8. 2.
2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 9. 10.
2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 10. 1.
2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 11. 15.
2.2.2.2.6.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.
FLAG FIELD 12. 8.
2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 13. 11.
2.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.
FLAG FIELD 14. 17.
2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.0.0.0.
FLAG FIELD 15. 11.
2.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.
FLAG FIELD 16. 17.
2.2.2.2.2.2.2.6.2.2.2.2.2.2.2.2.5.0.0.0.
ENDATA4 0. 0.
0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
CMANN
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
$$$ DATA TYPE 5 (HYDRAULIC DATA FOR DETERMINING VELOCITY AND DEPTH) $$$
CARD TYPE REACH COEF-DSPN COEFQV EXPOQV COEFQH EXPOQH
HYDRAULCS 1. 0.00 1.310 0.000 0.950 0.000
HYDRAULCS 2. 0.00 0.180 0.000 3.520 0.000
HYDRAULCS 3. 0.00 0.285 0.000 1.570 0.000
HYDRAULCS 4. 0.00 0.285 0.000 1.730 0.000
HYDRAULCS 5. 0.00 0.580 0.000 1.100 0.000
HYDRAULCS 6. 0.00 0.565 0.000 1.070 0.000
HYDRAULCS 7. 0.00 0.400 0.000 1.770 0.000
HYDRAULCS 8. 0.00 0.180 0.000 3.520 0.000
HYDRAULCS 9. 0.00 0.580 0.000 1.100 0.000
HYDRAULCS 10. 0.00 0.100 0.000 3.520 0.000
HYDRAULCS 11. 0.00 0.639 0.000 0.890 0.000
HYDRAULCS 12. 0.00 0.639 0.000 0.890 0.000
HYDRAULCS 13. 0.00 0.639 0.000 0.890 0.000
HYDRAULCS 14. 0.00 0.639 0.000 0.890 0.000
HYDRAULCS 15. 0.00 0.639 0.000 0.890 0.000
Page 4

0.025
0.025
0.000
ATM
PRESSURE
0.00
$$$
HYDRAULCS
ENDATAS
WLAScen5a.out
16. 0.00 0.639 0.000 0.890 0.000
0. 0.00 0.000 0.000 0.000 0.000
$$$ DATA TYPE 5A (STEADY STATE TEMPERATURE AND CLIMATOLOGY DATA) $$$
CARD TYPE
WIND
ENDATASA
0.00
DUST CLOUD DRY BULB WET BULB
SOLAR RAD
REACH ELEVATION COEF COVER TEMP TEMP
ATTENUATION
0. 0.00 0.00 0.00 0.00 0.00
0.00
$$$ DATA TYPE 6 (REACTION COEFFICIENTS FOR DEOXYGENATION AND REAERATION)
CARD TYPE
COEQK2 OR EXPQK2
REACH K1 K3 SOD K20PT K2
RATE
TSIV COEF OR SLOPE
FOR OPT 8 FOR OPT 8
REACT COEF 1. 0.32 0.00 0.149 5. 0.00
0.000 0.00000
REACT COEF 2. 0.30 0.00 0.145 1. 0.32
0.000 0.00000
REACT COEF 3. 0.28 0.00 0.140 5. 0.00
0.000 0.00000
REACT COEF 4. 0.20 0.00 0.130 5. 0.00
0.000 0.00000
REACT COEF 5. 0.13 0.00 0.119 5. 0.00
0.000 0.00000
REACT COEF 6. 0.13 0.00 0.111 5. 0.00
0.000 0.00000
REACT COEF 7. 0.10 0.00 0.100 5. 0.00
0.000 0.00000
REACT COEF 8. 0.10 0.00 0.093 1. 0.32
0.000 0.00000
REACT COEF 9. 0.10 0.00 0.083 5. 0.00
0.000 0.00000
REACT COEF 10. 0.10 0.00 0.075 1. 0.32
0.000 0.00000
REACT COEF 11. 0.10 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 12. 0.10 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 13. 0.10 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 14. 0.10 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 15. 0.10 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 16. 0.10 0.00 0.075 5. 0.00
0.000 0.00000
ENDATA6 0. 0.00 0.00 0.000 0. 0.00
0.000 0.00000
$$$ DATA TYPE 6A (NITROGEN AND PHOSPHORUS CONSTANTS) $$$
CARD TYPE REACH CKNH2 SETNH2 CKNH3 SNH3 CKNO2
CKPORG SETPORG SP04
Page 5

WLAScen5a.out
N AND P COEF 1. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 2. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 3. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 4. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 5. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 6. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 7. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 8. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 9. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 10. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 11. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 12. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 13. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 14. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 15. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 16. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
ENDATA6A 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 6B (ALGAE/OTHER COEFFICIENTS) $$$
CARD TYPE REACH ALPHAO ALGSET EXCOEF CK5 CKANC
SETANC SRCANC
CKCOLI
ALG/OTHER COEF 1. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 2. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 3. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 4. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 5. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 6. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 7. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 8. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 9. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 10. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 11. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 12. 50.00 0.00 0.01 0.00 0.00
Page 6

WLAScen5a.out
0.00 0.00
ALG/OTHER COEF 13. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 14. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 15. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 16. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ENDATA6b 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
$$$ DATA TYPE 7 (INITIAL CONDITIONS) $$$
CARD TYPE REACH TEMP D.O. BOD CM-1 CM-2
CM-3 ANC COLI
INITIAL COND-1 1. 76.64 7.00 0.75 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 2. 75.56 6.00 0.75 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 3. 75.02 5.00 0.75 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 4. 74.66 5.00 0.75 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 5. 74.30 5.00 0.75 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 6. 73.76 4.00 0.75 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 7. 73.22 4.00 0.75 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 8. 72.68 4.00 0.75 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 9. 72.68 4.00 0.75 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 10. 72.68 4.00 0.75 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 11. 72.68 4.00 0.75 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 12. 72.68 4.00 0.75 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 13. 72.68 4.00 0.75 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 14. 72.68 4.00 0.75 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 15. 72.68 4.00 0.75 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 16. 72.68 4.00 0.75 0.00 0.00
0.00 0.00 0.00
ENDATA7 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 7A (INITIAL CONDITIONS FOR CHOROPHYLL A, NITROGEN, AND
PHOSPHORUS) $$$
CARD TYPE REACH CHL-A ORG-N NH3-N NO2-N NO3-N
ORG-P DIS-P
INITIAL COND-2 1. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 2. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 3. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 4. 0.00 0.33 0.10 0.01 0.13
Page 7

WLAScen5a.out
0.00 0.00
INITIAL COND-2 5. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 6. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 7. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 8. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 9. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 10. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 11. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 12. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 13. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 14. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 15. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 16. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
ENDATA7A 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
$$$ DATA TYPE 8 (INCREMENTAL INFLOW CONDITIONS) $$$
CARD TYPE REACH FLOW TEMP D.O. BOD CM-1
CM-2 CM-3 ANC COLI
INCR FLOW-1 R 1. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 2. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 3. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 4. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 5. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 6. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 7. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 8. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 9. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 10. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 11. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 12. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 13. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 14. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 15. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 16. 0.000 0.00 0.00 0.00 0.00
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0.00 0.00 0.00 0.00
ENDATA8 0. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
$$$ DATA TYPE 8A (INCREMENTAL INFLOW CONDITIONS FOR CHLOROPHYLL A,
NITROGEN, AND PHOSPHORUS) $$$
CARD TYPE REACH CHL-A ORG-N NH3-N NO2-N NO3-N
ORG-P DIS-P
INCR FLOW-2 R 1. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 2. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 3. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 4. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 5. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 6. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 7. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 8. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 9. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 10. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 11. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 12. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 13. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 14. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 15. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 16. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
ENDATA8A 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
TRIB
0.
$$$ DATA TYPE 9 (STREAM JUNCTIONS) $$$
CARD TYPE JUNCTION ORDER AND IDENT UPSTRM JUNCTION
ENDATA9 0. 0. 0.
$$$ DATA TYPE 10 (HEADWATER SOURCES) $$$
CARD TYPE HDWTR NAME FLOW TEMP D.O. BOD
CM-1 CM-2 CM-3
ORDER
HEADWTR-1 1. Rich Fork Creek 0.67 75.70 6.80 2.00
0.00 0.00 0.00
ENDATA10 0. 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 10A (HEADWATER CONDITIONS FOR CHLOROPHYLL, NITROGEN,
PHOSPHORUS,
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COLIFORM AND SELECTED NON -CONSERVATIVE CONSTITUENT) $$$
CARD TYPE HDWTR ANC COLI CHL-A ORG-N NH3-N NO2-N
NO3-N ORG-P DIS-P
ORDER
HEADWTR-2 1. 0.00 0.00E+00 0.00 0.33 0.07 0.01
0.13 0.00 0.00
ENDATA10A 0. 0.00 0.00E+00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 11 (POINT SOURCE / POINT SOURCE CHARACTERISTICS) $$$
POINT
CARD TYPE LOAD NAME EFF FLOW TEMP D.O.
BOD CM-1 CM-2 CM-3
ORDER
POINTLD-1 1. Westside WW 0.00 12.69 77.00 7.00
14.00 0.00 0.00 0.00
POINTLD-1 2. Kennedy Mil 0.00 0.25 75.70 6.80
2.00 0.00 0.00 0.00
POINTLD-1 3. Hunts Fork 0.00 0.42 75.70 6.80
2.00 0.00 0.00 0.00
POINTLD-1 4. Hamby Creek 0.00 1.05 75.70 6.80
2.00 0.00 0.00 0.00
ENDATA11 0. 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
$$$ DATA TYPE 11A (POINT SOURCE CHARACTERISTICS - CHLOROPHYLL A, NITROGEN,
PHOSPHORUS,
COLIFORMS AND SELECTED NON -CONSERVATIVE CONSTITUENT)
$$$
POINT
CARD TYPE LOAD ANC COLI CHL-A ORG-N NH3-N NO2-N
NO3-N ORG-P DIS-P
ORDER
POINTLD-2 1. 0.00 0.00E+00 0.00 1.79 1.00 0.02
12.89 0.00 0.00
POINTLD-2 2. 0.00 0.00E+00 0.00 0.33 0.10 0.01
0.13 0.00 0.00
POINTLD-2 3. 0.00 0.00E+00 0.00 0.33 0.10 0.01
0.13 0.00 0.00
POINTLD-2 4. 0.00 0.00E+00 0.00 0.33 0.10 0.01
0.13 0.00 0.00
ENDATAllA 0. 0.00 0.00E+00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 12 (DAM CHARACTERISTICS) $$$
DAM RCH ELE ADAM BDAM FDAM HDAM
ENDATA12 0. 0. 0. 0.00 0.00 0.00 0.00
$$$ DATA TYPE 13 (DOWNSTREAM BOUNDARY CONDITIONS-1) $$$
CARD TYPE
CM-3 ANC COLI
TEMP
D.O. BOD CM-1 CM-2
ENDATA13 DOWNSTREAM BOUNDARY CONCENTRATIONS ARE
UNCONSTRAINED
$$$ DATA TYPE 13A (DOWNSTREAM BOUNDARY CONDITIONS-2) $$$
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CARD TYPE CHL-A ORG-N
ORG-P DIS-P
NH3-N NO2-N NH3-N
ENDATA13A DOWNSTREAM BOUNDARY CONCENTRATIONS ARE
UNCONSTRAINED
BIOCHEMICAL OXYGEN DEMAND
ITERATION 1
RCH/CL 1 2 3 4 5 6
14 15 16 17 18 19 20
1 2.00 13.38 13.36
2 13.06 12.90
3 12.78 12.69 12.60
4 12.54 12.47 12.41 12.35 12.28 12.22
5 12.07 12.05 12.03 12.01 11.99
6 11.97 11.95 11.93 11.91 11.90
7 11.88 11.86 11.84 11.82 11.80 11.77
8 11.72 11.68
9 11.65 11.63 11.62 11.61 11.59 11.58
10 11.48
11 11.43 11.42 11.41 11.40 11.10 11.09
11.00 10.98
12 10.97 10.96 10.95 10.94 10.92 10.91
13 10.88 10.87 10.85 10.84 10.83 10.82
14 10.75 10.74 10.73 10.71 10.70 10.69
10.60 10.59 10.58 10.57
15 10.55 10.54 10.53 10.52 10.51 10.50
16 10.43 10.42 10.41 10.40 10.39 10.37
9.71 9.70 9.69 9.68
ORGANIC NITROGEN AS N
ITERATION 1
RCH/CL 1 2 3 4 5 6
14 15 16 17 18 19 20
1
2
3
4
5
7
8
9
10
11
1.35
12
13
14
1.26
15
16
1.13
0.33
1.68
1.66
1.63
1.57
1.55
1.53
1.50
1.48
1.44
1.42
1.35
1.35
1.33
1.30
1.26
1.25
1.22
1.13
1.72 1.71
1.67
1.65 1.64
1.63 1.62 1.61 1.60 1.59
1.57 1.57 1.56 1.56
1.55 1.55 1.54 1.54
1.53 1.52 1.52 1.51 1.51
1.48
1.47 1.47 1.47 1.46 1.46
1.42 1.42 1.42 1.38 1.38
1.35 1.34 1.34 1.34 1.34
1.32 1.32 1.32 1.32 1.31
1.29 1.29 1.29 1.29 1.28
1.26 1.25
1.25 1.25 1.24 1.24 1.24
1.22 1.22 1.22 1.21 1.21
1.13 1.12
AMMONIA AS N IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6
14 15 16 17 18 19 20
1 0.07 0.95 0.95
7 8
12.16 12.10
11.75
11.57 11.55
11.08 11.07
10.90 10.89
10.81 10.80
10.68 10.67
10.49 10.47
10.36 9.77
IN MG/L
7 8
1.59 1.58
1.50
1.46
1.37
9 10 11 12 13
11.54 11.52
11.05 11.04 11.03 11.02 11.01
10.78 10.77 10.76
10.66 10.65 10.63 10.62 10.61
10.46 10.45 10.44
9.76 9.75 9.74 9.73 9.72
9 10 11 12 13
1.45 1.45 1.45
1.37 1.37 1.37 1.36 1.36 1.36
1.33 1.33
1.31 1.31 1.30 1.30 1.30
1.28 1.28 1.28 1.27 1.27 1.27 1.26
1.24 1.23 1.23 1.23 1.23
1.21 1.14 1.14 1.14 1.14 1.13 1.13
7 8
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2 0.94 0.93
3 0.93 0.93 0.93
4 0.93 0.93 0.93 0.93 0.92 0.92 0.92 0.92
5 0.92 0.92 0.92 0.92 0.92
6 0.92 0.92 0.91 0.91 0.91
7 0.91 0.91 0.91 0.91 0.91 0.91 0.91
8 0.91 0.90
9 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
10 0.90
11 0.89 0.89 0.89 0.89 0.87 0.87 0.87 0.87 0.87 0.86 0.86 0.86 0.86
0.86 0.86
12 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86
13 0.86 0.86 0.86 0.86 0.85 0.85 0.85 0.85 0.85 0.85 0.85
14 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.84 0.84 0.84 0.84
0.84 0.84 0.84 0.84
15 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.83 0.83 0.83
16 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.78 0.78 0.78 0.78 0.78 0.77
0.77 0.77 0.77 0.77
NITRITE AS N IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.01 0.02 0.02
2 0.03 0.03
3 0.04 0.05 0.05
4 0.05 0.06 0.06 0.07 0.07 0.08 0.08 0.09
5 0.09 0.09 0.09 0.09 0.10
6 0.10 0.10 0.10 0.10 0.11
7 0.11 0.11 0.11 0.12 0.12 0.12 0.12
8 0.13 0.13
9 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.15 0.15 0.15
10 0.15
11 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.17 0.17 0.17
0.17 0.17
12 0.17 0.17 0.17 0.17 0.18 0.18 0.18 0.18
13 0.18 0.18 0.18 0.18 0.18 0.18 0.19 0.19 0.19 0.19 0.19
14 0.19 0.19 0.19 0.19 0.19 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20
0.20 0.20 0.20 0.21
15 0.21 0.21 0.21 0.21 0.21 0.21 0.21 0.21 0.21 0.21 0.21
16 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.21 0.21 0.21 0.21 0.21 0.21
0.21 0.21 0.21 0.21
NITRATE AS N IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.13 12.25 12.25
2 12.03 12.03
3 12.03 12.03 12.03
4 12.03 12.03 12.03 12.03 12.03 12.04 12.04 12.04
5 12.04 12.04 12.04 12.04 12.04
6 12.04 12.04 12.04 12.04 12.04
7 12.04 12.05 12.05 12.05 12.05 12.05 12.05
8 12.05 12.06
9 12.06 12.06 12.06 12.06 12.06 12.06 12.06 12.06 12.06 12.06
10 12.07
11 12.07 12.07 12.07 12.07 11.72 11.72 11.72 11.72 11.72 11.72 11.72 11.72 11.72
11.72 11.73
12 11.73 11.73 11.73 11.73 11.73 11.73 11.73 11.73
13 11.73 11.73 11.74 11.74 11.74 11.74 11.74 11.74 11.74 11.74 11.74
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14 11.75 11.75 11.75 11.75 11.75 11.75 11.75 11.75 11.75 11.75 11.76 11.76 11.76
11.76 11.76 11.76 11.76
15 11.76 11.76 11.77 11.77 11.77 11.77 11.77 11.77 11.77 11.77 11.77
16 11.78 11.78 11.78 11.78 11.78 11.78 11.78 10.97 10.97 10.97 10.98 10.98 10.98
10.98 10.98 10.98 10.98
DISSOLVED OXYGEN IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 6.68 6.95 6.91
2 6.80 6.55
3 6.34 6.16 5.99
4 5.85 5.72 5.58 5.45 5.32 5.19 5.07 4.94
5 4.91 4.89 4.87 4.86 4.84
6 4.83 4.82 4.81 4.80 4.79
7 4.78 4.74 4.70 4.66 4.62 4.59 4.55
8 4.50 4.42
9 4.43 4.45 4.47 4.48 4.50 4.52 4.53 4.55 4.56 4.58
10 4.59
11 4.67 4.71 4.75 4.78 4.88 4.91 4.94 4.97 5.00 5.03 5.06 5.09 5.12
5.15 5.18
12 5.20 5.23 5.25 5.28 5.30 5.32 5.35 5.37
13 5.39 5.41 5.43 5.45 5.47 5.49 5.51 5.53 5.55 5.57 5.59
14 5.60 5.62 5.64 5.65 5.67 5.68 5.70 5.71 5.73 5.74 5.75 5.77 5.78
5.79 5.80 5.82 5.83
15 5.84 5.85 5.86 5.87 5.88 5.89 5.90 5.91 5.92 5.93 5.94
16 5.95 5.96 5.97 5.98 5.99 5.99 6.00 6.06 6.07 6.08 6.09 6.09 6.10
6.11 6.11 6.12 6.13
DISSOLVED OXYGEN IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 6.68 6.95 6.91
2 6.80 6.55
3 6.34 6.16 5.99
4 5.85 5.72 5.58 5.45 5.32 5.19 5.07 4.94
5 4.91 4.89 4.87 4.86 4.84
6 4.83 4.82 4.81 4.80 4.79
7 4.78 4.74 4.70 4.66 4.62 4.59 4.55
8 4.50 4.42
9 4.43 4.45 4.47 4.48 4.50 4.52 4.53 4.55 4.56 4.58
10 4.59
11 4.67 4.71 4.75 4.78 4.88 4.91 4.94 4.97 5.00 5.03 5 06 5.09 5.12
5.15 5.18
12 5.20 5.23 5.25 5.28 5.30 5.32 5.35 5.37
13 5.39 5.41 5.43 5.45 5.47 5.49 5.51 5.53 5.55 5.57 5.59
14 5.60 5.62 5.64 5.65 5.67 5.68 5.70 5.71 5.73 5.74 5.75 5.77 5.78
5.79 5.80 5.82 5.83
15 5.84 5.85 5.86 5.87 5.88 5.89 5.90 5.91 5.92 5.93 5.94
16 5.95 5.96 5.97 5.98 5.99 5.99 6.00 6.06 6.07 6.08 6.09 6.09 6.10
6.11 6.11 6.12 6.13
BIOCHEMICAL OXYGEN DEMAND
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 2.00 13.38 13.36
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2 13.06 12.90
3 12.78 12.69 12.60
4 12.54 12.47 12.41 12.35 12.28 12.22 12.16 12.10
5 12.07 12.05 12.03 12.01 11.99
6 11.97 11.95 11.93 11.91 11.90
7 11.88 11.86 11.84 11.82 11.80 11.77 11.75
8 11.72 11.68
9 11.65 11.63 11.62 11.61 11.59 11.58 11.57 11.55 11.54 11.52
10 11.48
11 11.43 11.42 11.41 11.40 11.10 11.09 11.08 11.07 11.05 11.04 11.03 11.02 11.01
11.00 10.98
12 10.97 10.96 10.95 10.94 10.92 10.91 10.90 10.89
13 10.88 10.87 10.85 10.84 10.83 10.82 10.81 10.80 10.78 10.77 10.76
14 10.75 10.74 10.73 10.71 10.70 10.69 10.68 10.67 10.66 10.65 10.63 10.62 10.61
10.60 10.59 10.58 10.57
15 10.55 10.54 10.53 10.52 10.51 10.50 10.49 10.47 10.46 10.45 10.44
16 10.43 10.42 10.41 10.40 10.39 10.37 10.36 9.77 9.76 9.75 9.74 9.73 9.72
9.71 9.70 9.69 9.68
ORGANIC NITROGEN AS N IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.33 1.72 1.71
2 1.68 1.67
3 1.66 1.65 1.64
4 1.63 1.63 1.62 1.61 1.60 1.59 1.59 1.58
5 1.57 1.57 1.57 1.56 1.56
6 1.55 1.55 1.55 1.54 1.54
7 1.53 1.53 1.52 1.52 1.51 1.51 1.50
8 1.50 1.48
9 1.48 1.47 1.47 1.47 1.46 1.46 1.46 1.45 1.45 1.45
10 1.44
11 1.42 1.42 1.42 1.42 1.38 1.38 1.37 1.37 1.37 1.37 1.36 1.36 1.36
1.35 1.35
12 1.35 1.35 1.34 1.34 1.34 1.34 1.33 1.33
13 1.33 1.32 1.32 1.32 1.32 1.31 1.31 1.31 1.30 1.30 1.30
14 1.30 1.29 1.29 1.29 1.29 1.28 1.28 1.28 1.28 1.27 1.27 1.27 1.26
1.26 1.26 1.26 1.25
15 1.25 1.25 1.25 1.24 1.24 1.24 1.24 1.23 1.23 1.23 1.23
16 1.22 1.22 1.22 1.22 1.21 1.21 1.21 1.14 1.14 1.14 1.14 1.13 1.13
1.13 1.13 1.13 1.12
AMMONIA AS N IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.07 0.95 0.95
2 0.94 0.93
3 0.93 0.93 0.93
4 0.93 0.93 0.93 0.93 0.92 0.92 0.92 0.92
5 0.92 0.92 0.92 0.92 0.92
6 0.92 0.92 0.91 0.91 0.91
7 0.91 0.91 0.91 0.91 0.91 0.91 0.91
8 0.91 0.90
9 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
10 0.90
11 0.89 0.89 0.89 0.89 0.87 0.87 0.87 0.87 0.87 0.86 0.86 0.86 0.86
0.86 0.86
12 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86
13 0.86 0.86 0.86 0.86 0.85 0.85 0.85 0.85 0.85 0.85 0.85
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14 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.84 0.84 0.84 0.84
0.84 0.84 0.84 0.84
15 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.83 0.83 0.83
16 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.78 0.78 0.78 0.78 0.78 0.77
0.77 0.77 0.77 0.77
NITRITE AS N IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.01 0.02 0.02
2 0.03 0.03
3 0.04 0.05 0.05
4 0.05 0.06 0.06 0.07 0.07 0.08 0.08 0.09
5 0.09 0.09 0.09 0.09 0.10
6 0.10 0.10 0.10 0.10 0.11
7 0.11 0.11 0.11 0.12 0.12 0.12 0.12
8 0.13 0.13
9 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.15 0.15 0.15
10 0.15
11 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.17 0.17 0.17
0.17 0.17
12 0.17 0.17 0.17 0.17 0.18 0.18 0.18 0.18
13 0.18 0.18 0.18 0.18 0.18 0.18 0.19 0.19 0.19 0.19 0.19
14 0.19 0.19 0.19 0.19 0.19 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20
0.20 0.20 0.20 0.21
15 0.21 0.21 0.21 0.21 0.21 0.21 0.21 0.21 0.21 0.21 0.21
16 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.21 0.21 0.21 0.21 0.21 0.21
0.21 0.21 0.21 0.21
NITRATE AS N IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.13 12.25 12.25
2 12.03 12.03
3 12.03 12.03 12.03
4 12.03 12.03 12.03 12.03 12.03 12.04 12.04 12.04
5 12.04 12.04 12.04 12.04 12.04
6 12.04 12.04 12.04 12.04 12.04
7 12.04 12.05 12.05 12.05 12.05 12.05 12.05
8 12.05 12.06
9 12.06 12.06 12.06 12.06 12.06 12.06 12.06 12.06 12.06 12.06
10 12.07
11 12.07 12.07 12.07 12.07 11.72 11.72 11.72 11.72 11.72 11.72 11.72 11.72 11.72
11.72 11.73
12 11.73 11.73 11.73 11.73 11.73 11.73 11.73 11.73
13 11.73 11.73 11.74 11.74 11.74 11.74 11.74 11.74 11.74 11.74 11.74
14 11.75 11.75 11.75 11.75 11.75 11.75 11.75 11.75 11.75 11.75 11.76 11.76 11.76
11.76 11.76 11.76 11.76
15 11.76 11.76 11.77 11.77 11.77 11.77 11.77 11.77 11.77 11.77 11.77
16 11.78 11.78 11.78 11.78 11.78 11.78 11.78 10.97 10.97 10.97 10.98 10.98 10.98
10.98 10.98 10.98 10.98
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 1
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
s,s,*** STEADY STATE SIMULATION *****
Page 15

WLAScen5a.out
HYDRAULICS SUMMARY ;;•
ELE RCH ELE BEGIN END POINT INCR TRVL
BOTTOM X-SECT DSPRSN
ORD NUM NUM LOC LOC FLOW SRCE FLOW VEL TIME DEPTH
WIDTH VOLUME AREA AREA COEF
MILE MILE CFS CFS CFS FPS DAY FT
FT K-FT-3 K-FT-2 FT-2 FT-2/S
1 1 1 12.50 12.40 0.67 0.00 0.00
0.538 0.27 1.29 0.51 0.00
2 1 2 12.40 12.30 13.36 12.69 0.00
10.735 5.38 6.67 10.20 0.00
3 1 3 12.30 12.20 13.36 0.00 0.00
10.735 5.38 6.67 10.20 0.00
1.310
1.310
1.310
0.005
0.005
0.005
0.950
0.950
0.950
4 2 1 12.20 12.10 13.61 0.25 0.00 0.180 0.034 3.520
21.480 39.92 15.06 75.61 0.00
5 2 2 12.10 12.00 13.61 0.00 0.00 0.180 0.034 3.520
21.480 39.92 15.06 75.61 0.00
6 3 1 12.00 11.90 13.61 0.00 0.00
30.417 25.21 17.72 47.75 0.00
7 3 2 11.90 11.80 13.61 0.00 0.00
30.417 25.21 17.72 47.75 0.00
8 3 3 11.80 11.70 13.61 0.00 0.00
30.417 25.21 17.72 47.75 0.00
9 4 1 11.70 11.60 13.61 0.00 0.00
27.604 25.21 16.40 47.75 0.00
10 4 2 11.60 11.50 13.61 0.00 0.00
27.604 25.21 16.40 47.75 0.00
11 4 3 11.50 11.40 13.61 0.00 0.00
27.604 25.21 16.40 47.75 0.00
12 4 4 11.40 11.30 13.61 0.00 0.00
27.604 25.21 16.40 47.75 0.00
13 4 5 11.30 11.20 13.61 0.00 0.00
27.604 25.21 16.40 47.75 0.00
14 4 6 11.20 11.10 13.61 0.00 0.00
27.604 25.21 16.40 47.75 0.00
15 4 7 11.10 11.00 13.61 0.00 0.00
27.604 25.21 16.40 47.75 0.00
16 4 8 11.00 10.90 13.61 0.00 0.00
27.604 25.21 16.40 47.75 0.00
17 5 1 10.90 10.80 13.61 0.00 0.00
21.332 12.39 12.43 23.47 0.00
18 5 2 10.80 10.70 13.61 0.00 0.00
21.332 12.39 12.43 23.47 0.00
19 5 3 10.70 10.60 13.61 0.00 0.00
21.332 12.39 12.43 23.47 0.00
20 5 4 10.60 10.50 13.61 0.00 0.00
21.332 12.39 12.43 23.47 0.00
21 5 5 10.50 10.40 13.61 0.00 0.00
21.332 12.39 12.43 23.47 0.00
0.285
0.285
0.285
0.285
0.285
0.285
0.285
0.285
0.285
0.285
0.285
0 580
0 580
0 580
0 580
0 580
0.021
0.021
0.021
0.021
0.021
0.021
0.021
0.021
0.021
0.021
0.021
0.011
0.011
0.011
0.011
0.011
1.570
1.570
1.570
1.730
1.730
1.730
1.730
1.730
1.730
1.730
1.730
1.100
1.100
1.100
1.100
1.100
22 6 1 10.40 10.30 13.61 0.00 0.00 0.565 0.011 1.070
Page 16

WLAScen5a.out
22.513 12.72 13.02 24.09 0.00
23 6 2 10.30 10.20 13.61 0.00 0.00 0.565 0.011 1.070
22.513 12.72 13.02 24.09 0.00
24 6 3 10.20 10.10 13.61 0.00 0.00 0.565 0.011 1.070
22.513 12.72 13.02 24.09 0.00
25 6 4 10.10 10.00 13.61 0.00 0.00 0.565 0.011 1.070
22.513 12.72 13.02 24.09 0.00
26 6 5 10.00 9.90 13.61 0.00 0.00 0.565 0.011 1.070
22.513 12.72 13.02 24.09 0.00
27 7 1 9.90 9.80 13.61 0.00 0.00 0.400 0.015 1.770
19.223 17.97 12.02 34.02 0.00
28 7 2 9.80 9.70 13.61 0.00 0.00 0.400 0.015 1.770
19.223 17.97 12.02 34.02 0.00
29 7 3 9.70 9.60 13.61 0.00 0.00 0.400 0.015 1.770
19.223 17.97 12.02 34.02 0.00
30 7 4 9.60 9.50 13.61 0.00 0.00 0.400 0.015 1.770
19.223 17.97 12.02 34.02 0.00
31 7 5 9.50 9.40 13.61 0.00 0.00 0.400 0.015 1.770
19.223 17.97 12.02 34.02 0.00
32 7 6 9.40 9.30 13.61 0.00 0.00 0.400 0.015 1.770
19.223 17.97 12.02 34.02 0.00
33 7 7 9.30 9.20 13.61 0.00 0.00 0.400 0.015 1.770
19.223 17.97 12.02 34.02 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 2
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
s,s,*** STEADY STATE SIMULATION *****
** HYDRAULICS SUMMARY **
ELE RCH ELE BEGIN END POINT INCR TRVL
BOTTOM X-SECT DSPRSN
ORD NUM NUM LOC LOC FLOW SRCE FLOW VEL TIME DEPTH
WIDTH VOLUME AREA AREA COEF
MILE MILE CFS CFS CFS FPS DAY FT
FT K-FT-3 K-FT-2 FT-2 FT-2/S
34 8 1 9.20 9.10 13.61 0.00 0.00 0.180 0.034 3.520
21.480 39.92 15.06 75.61 0.00
35 8 2 9.10 9.00 13.61 0.00 0.00 0.180 0.034 3.520
21.480 39.92 15.06 75.61 0.00
36 9 1 9.00 8.90 13.61 0.00 0.00 0 580 0.011 1.100
21.332 12.39 12.43 23.47 0.00
37 9 2 8.90 8.80 13.61 0.00 0.00 0 580 0.011 1.100
21.332 12.39 12.43 23.47 0.00
38 9 3 8.80 8.70 13.61 0.00 0.00 0 580 0.011 1.100
21.332 12.39 12.43 23.47 0.00
39 9 4 8.70 8.60 13.61 0.00 0.00 0 580 0.011 1.100
21.332 12.39 12.43 23.47 0.00
40 9 5 8.60 8.50 13.61 0.00 0.00 0 580 0.011 1.100
21.332 12.39 12.43 23.47 0.00
41 9 6 8.50 8.40 13.61 0.00 0.00 0 580 0.011 1.100
21.332 12.39 12.43 23.47 0.00
42 9 7 8.40 8.30 13.61 0.00 0.00 0 580 0.011 1.100
21.332 12.39 12.43 23.47 0.00
Page 17

43 9 8 8.30
21.332 12.39
44 9 9 8.20
21.332 12.39
45 9 10 8.10
21.332 12.39
46 10 1 8.00
38.665 71.86
47 11 1 7.90
23.931 11.25
48 11 2 7.80
23.931 11.25
49 11 3 7.70
23.931 11.25
50 11 4 7.60
23.931 11.25
51 11 5 7.50
24.670 11.59
52 11 6 7.40
24.670 11.59
53 11 7 7.30
24.670 11.59
54 11 8 7.20
24.670 11.59
55 11 9 7.10
24.670 11.59
56 11 10 7.00
24.670 11.59
57 11 11 6.90
24.670 11.59
58 11 12 6.80
24.670 11.59
59 11 13 6.70
24.670 11.59
60 11 14 6.60
24.670 11.59
61 11 15 6.50
24.670 11.59
62 12 1 6.40
24.670 11.59
63 12 2 6.30
24.670 11.59
64 12 3 6.20
24.670 11.59
65 12 4 6.10
24.670 11.59
66 12 5 6.00
24.670 11.59
67 12 6 5.90
24.670 11.59
68 12 7 5.80
24.670 11.59
69 12 8 5.70
24.670 11.59
WLAScen5a.out
8.20 13.61 0.00 0.00 0.580 0.011 1.100
12.43 23.47 0.00
8.10 13.61 0.00 0.00 0.580 0.011 1.100
12.43 23.47 0.00
8.00 13.61 0.00 0.00 0.580 0.011 1.100
12.43 23.47 0.00
7.90 13.61 0.00 0.00 0.100 0.061 3.520
24.13 136.10 0.00
7.80 13.61
13.58
7.70 13.61
13.58
7.60 13.61
13.58
7.50 13.61
13.58
7.40 14.03
13.97
7.30 14.03
13.97
7.20 14.03
13.97
7.10 14.03
13.97
7.00 14.03
13.97
6.90 14.03
13.97
6.80 14.03
13.97
6.70 14.03
13.97
6.60 14.03
13.97
6.50 14.03
13.97
6.40 14.03
13.97
6.30 14.03
13.97
6.20 14.03
13.97
6.10 14.03
13.97
6.00 14.03
13.97
5.90 14.03
13.97
5.80 14.03
13.97
5.70 14.03
13.97
5.60 14.03
13.97
0.00 0.00
21.30 0.00
0.00 0.00
21.30 0.00
0.00 0.00
21.30 0.00
0.00 0.00
21.30 0.00
0.42 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
Page 18
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890

ORD NUM
WIDTH
FT
WLAScen5a.out
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 3
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
ELE RCH ELE BEGIN END
BOTTOM
NUM LOC LOC
VOLUME AREA
MILE MILE
K-FT-3 K-FT-2
70 13 1 5.60
24.670 11.59
71 13 2 5.50
24.670 11.59
72 13 3 5.40
24.670 11.59
73 13 4 5.30
24.670 11.59
74 13 5 5.20
24.670 11.59
75 13 6 5.10
24.670 11.59
76 13 7 5.00
24.670 11.59
77 13 8 4.90
24.670 11.59
78 13 9 4.80
24.670 11.59
79 13 10 4.70
24.670 11.59
80 13 11 4.60
24.670 11.59
81 14 1 4.50
24.670 11.59
82 14 2 4.40
24.670 11.59
83 14 3 4.30
24.670 11.59
84 14 4 4.20
24.670 11.59
85 14 5 4.10
24.670 11.59
86 14 6 4.00
24.670 11.59
87 14 7 3.90
24.670 11.59
88 14 8 3.80
24.670 11.59
89 14 9 3.70
24.670 11.59
90 14 10 3.60
24.670 11.59
91 14 11 3.50
24.670 11.59
92 14 12 3.40
24.670 11.59
POINT INCR
X-SECT DSPRSN
FLOW SRCE FLOW
AREA COEF
CFS CFS CFS
FT-2 FT-2/S
5.50 14.03
13.97
5.40 14.03
13.97
5.30 14.03
13.97
5.20 14.03
13.97
5.10 14.03
13.97
5.00 14.03
13.97
4.90 14.03
13.97
4.80 14.03
13.97
4.70 14.03
13.97
4.60 14.03
13.97
4.50 14.03
13.97
4.40 14.03
13.97
4.30 14.03
13.97
4.20 14.03
13.97
4.10 14.03
13.97
4.00 14.03
13.97
3.90 14.03
13.97
3.80 14.03
13.97
3.70 14.03
13.97
3.60 14.03
13.97
3.50 14.03
13.97
3.40 14.03
13.97
3.30 14.03
13.97
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00 0.00
21.96 0.00
0.00
21.96
0.00
21.96
0.00
21.96
0.00
21.96
0.00
21.96
0.00
21.96
0.00
21.96
0.00
21.96
0.00
21.96
0.00
21.96
0.00
21.96
0.00
21.96
Page 19
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
s,s,*** STEADY STATE SIMULATION *****
** HYDRAULICS SUMMARY **
TRVL
VEL TIME DEPTH
FPS DAY
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
FT
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890

ORD NUM
WIDTH
93 14
24.670
94 14
24.670
95 14
24.670
96 14
24.670
97 14
24.670
13
14
15
16
17
3.30
11.59
3.20
11.59
3.10
11.59
3.00
11.59
2.90
11.59
98 15 1 2.80
24.670 11.59
99 15 2 2.70
24.670 11.59
100 15 3 2.60
24.670 11.59
101 15 4 2.50
24.670 11.59
102 15 5 2.40
24.670 11.59
103 15 6 2.30
24.670 11.59
104 15 7 2.20
24.670 11.59
105 15 8 2.10
24.670 11.59
106 15 9 2.00
24.670 11.59
107 15 10 1.90
24.670 11.59
108 15 11 1.80
24.670 11.59
109 16
24.670
WLAScen5a.out
3.20 14.03 0.00 0.00
13.97 21.96 0.00
3.10 14.03 0.00 0.00
13.97 21.96 0.00
3.00 14.03 0.00 0.00
13.97 21.96 0.00
2.90 14.03 0.00 0.00
13.97 21.96 0.00
2.80 14.03 0.00 0.00
13.97 21.96 0.00
2.70 14.03 0.00
13.97 21.96
2.60 14.03 0.00
13.97 21.96
2.50 14.03 0.00
13.97 21.96
2.40 14.03 0.00
13.97 21.96
2.30 14.03 0.00
13.97 21.96
2.20 14.03 0.00
13.97 21.96
2.10 14.03 0.00
13.97 21.96
2.00 14.03 0.00
13.97 21.96
1.90 14.03 0.00
13.97 21.96
1.80 14.03 0.00
13.97 21.96
1.70 14.03 0.00
13.97 21.96
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
1 1.70 1.60 14.03 0.00 0.00 0.639 0.010 0.890
11.59 13.97 21.96 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 4
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
ELE RCH ELE BEGIN END
BOTTOM
NUM LOC LOC
VOLUME AREA
MILE MILE
FT K-FT-3 K-FT-2
110 16
24.670
111 16
24.670
112 16
24.670
113 16
24.670
114 16
POINT INCR
X-SECT DSPRSN
FLOW SRCE FLOW
AREA COEF
CFS CFS CFS
FT-2 FT-2/S
2 1.60 1.50 14.03 0.00 0.00
11.59 13.97 21.96 0.00
3 1.50 1.40 14.03 0.00 0.00
11.59 13.97 21.96 0.00
4 1.40 1.30 14.03 0.00 0.00
11.59 13.97 21.96 0.00
5 1.30 1.20 14.03 0.00 0.00
11.59 13.97 21.96 0.00
6 1.20 1.10 14.03 0.00 0.00
Page 20
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
HYDRAULICS SUMMARY ;;•
TRVL
VEL TIME DEPTH
FPS DAY
0.639
0.639
0.639
0.639
0.639
0.010
0.010
0.010
0.010
0.010
FT
0.890
0.890
0.890
0.890
0.890

24.670 11.59
115 16 7 1.10
24.670 11.59
116 16 8 1.00
26.516 12.46
117 16 9 0.90
26.516 12.46
118 16 10 0.80
26.516 12.46
119 16 11 0.70
26.516 12.46
120 16 12 0.60
26.516 12.46
121 16 13 0.50
26.516 12.46
122 16 14 0.40
26.516 12.46
123 16 15 0.30
26.516 12.46
124 16 16 0.20
26.516 12.46
125 16 17 0.10
26.516 12.46
WLAScen5a.out
13.97 21.96 0.00
1.00 14.03 0.00 0.00
13.97 21.96 0.00
0.90 15.08 1.05 0.00
14.94 23.60 0.00
0.80 15.08 0.00 0.00
14.94 23.60 0.00
0.70 15.08 0.00 0.00
14.94 23.60 0.00
0.60 15.08 0.00 0.00
14.94 23.60 0.00
0.50 15.08 0.00 0.00
14.94 23.60 0.00
0.40 15.08 0.00 0.00
14.94 23.60 0.00
0.30 15.08 0.00 0.00
14.94 23.60 0.00
0.20 15.08 0.00 0.00
14.94 23.60 0.00
0.10 15.08 0.00 0.00
14.94 23.60 0.00
0.00 15.08 0.00 0.00
14.94 23.60 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 5
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
RCH ELE DO K2 OXYGN BOD BOD SOD
ORGP ORGP DISP COLI ANC ANC ANC
NUM NUM SAT OPT REAIR DECAY SETT RATE
DECAY SETT SRCE DECAY DECAY SETT SRCE
MG/L 1/DAY 1/DAY 1/DAY G/F2D
1/DAY 1/DAY MG/F2D 1/DAY 1/DAY 1/DAY MG/F2D
1 1 8.29 5
0.00 0.00 0.00
1 2 8.29 5
0.00 0.00 0.00
1 3 8.29 5
0.00 0.00 0.00
5.49
0.00
5.49
0.00
5.49
0.00
2 1 8.39 1 2.88
0.00 0.00 0.00 0.00
2 2 8.39 1 0.35
0.00 0.00 0.00 0.00
3 1 8.43 5
0.00 0.00 0.00
3 2 8.43 5
0.00 0.00 0.00
3 3 8.43 5
0.00 0.00 0.00
0.44
0.00
0.53
0.00
0.53
0.00
0.40
0.00
0.40
0.00
0.40
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.20
0.00
0.20
0.00
0.20
0.00
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.639
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.010
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
0.890
s,s,*** STEADY STATE SIMULATION *****
** REACTION COEFFICIENT SUMMARY **
ORGN
DECAY
1/DAY
0.12
0.12
0.12
ORGN
SETT
1/DAY
NH3
DECAY
1/DAY
0.29
0.29
0.29
NH3
SRCE
MG/F2D
0.00
0.00
0.00
NO2
DECAY
1/DAY
0.62
0.62
0.62
0.36 0.00 0.19 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00
0.36 0.00 0.19 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00
0.33
0.00
0.33
0.00
0.33
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.18
0.00
0.18
0.00
0.18
0.00
Page 21
0.12
0.12
0.12
0.27
0.27
0.27
0.00
0.00
0.00
0.60
0.60
0.60

4 1 8.47 5
0.00 0.00 0.00
4 2 8.47 5
0.00 0.00 0.00
4 3 8.47 5
0.00 0.00 0.00
4 4 8.47 5
0.00 0.00 0.00
4 5 8.47 5
0.00 0.00 0.00
4 6 8.47 5
0.00 0.00 0.00
4 7 8.47 5
0.00 0.00 0.00
4 8 8.47 5
0.00 0.00 0.00
5 1 8.50 5
0.00 0.00 0.00
5 2 8.50 5
0.00 0.00 0.00
5 3 8.50 5
0.00 0.00 0.00
5 4 8.50 5
0.00 0.00 0.00
5 5 8.50 5
0.00 0.00 0.00
6 1 8.55 5
0.00 0.00 0.00
6 2 8.55 5
0.00 0.00 0.00
6 3 8.55 5
0.00 0.00 0.00
6 4 8.55 5
0.00 0.00 0.00
6 5 8.55 5
0.00 0.00 0.00
7 1 8.59 5
0.00 0.00 0.00
7 2 8.59 5
0.00 0.00 0.00
7 3 8.59 5
0.00 0.00 0.00
7 4 8.59 5
0.00 0.00 0.00
7 5 8.59 5
0.00 0.00 0.00
7 6 8.59 5
0.00 0.00 0.00
7 7 8.59 5
0.00 0.00 0.00
0.49
0.00
0.46
0.00
0.46
0.00
0.46
0.00
0.46
0.00
0.46
0.00
0.46
0.00
0.46
0.00
1.11
0.00
1.75
0.00
1.75
0.00
1.75
0.00
1.75
0.00
1.74
0.00
1.75
0.00
1.75
0.00
1.75
0.00
1.75
0.00
1.19
0.00
0.64
0.00
0.64
0.00
0.64
0.00
0.64
0.00
0.64
0.00
0.64
0.00
0.24
0.00
0.24
0.00
0.24
0.00
0.24
0.00
0.24
0.00
0.24
0.00
0.24
0.00
0.24
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
WLAScen5a.out
0.00 0.16 0.12
0.00 0.00
0.00 0.16 0.12
0.00 0.00
0.12
0.12
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.16
0.00
0.16
0.00
0.16
0.00
0.16
0.00
0.16
0.00
0.16
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.13
0.00
0.13
0.00
0.13
0.00
0.13
0.00
0.13
0.00
0.12
0.00
0.12
0.00
0.12
0.00
0.12
0.00
0.12
0.00
0.12
0.00
0.12
0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 6
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
Page 22
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.27
0.27
0.27
0.27
0.27
0.27
0.27
0.27
0.26
0.26
0.26
0.26
0.26
0.26
0.26
0.26
0.26
0.26
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.59
0.59
0.59
0.59
0.59
0.59
0.59
0.59
0.59
0.59
0.59
0.59
0.59
0.58
0.58
0.58
0.58
0.58
0.57
0.57
0.57
0.57
0.57
0.57
0.57

RCH ELE DO K2
ORGP ORGP DISP
NUM NUM SAT OPT
DECAY SETT SRCE
MG/L
1/DAY 1/DAY MG/F2D
8 1 8.64 1
0.00 0.00 0.00
8 2 8.64 1
0.00 0.00 0.00
9 1 8.64 5
0.00 0.00 0.00
9 2 8.64 5
0.00 0.00 0.00
9 3 8.64 5
0.00 0.00 0.00
9 4 8.64 5
0.00 0.00 0.00
9 5 8.64 5
0.00 0.00 0.00
9 6 8.64 5
0.00 0.00 0.00
9 7 8.64 5
0.00 0.00 0.00
9 8 8.64 5
0.00 0.00 0.00
9 9 8.64 5
0.00 0.00 0.00
9 10 8.64 5
0.00 0.00 0.00
WLAScen5a.out
.......... STEADY STATE SIMULATION ****..
...... ..........
** REACTION COEFFICIENT SUMMARY **
OXYGN BOD BOD SOD ORGN
COLI ANC ANC ANC
REAIR DECAY SETT RATE DECAY
DECAY DECAY SETT SRCE
1/DAY 1/DAY 1/DAY G/F2D 1/DAY
1/DAY 1/DAY 1/DAY MG/F2D
ORGN NH3 NH3 NO2
SETT DECAY SRCE DECAY
1/DAY 1/DAY MG/F2D 1/DAY
0.49 0.11 0.00 0.11 0.11 0.11 0.25 0.00 0.56
0.00 0.00 0.00 0.00
0.34 0.11 0.00 0.11 0.11 0.11 0.25 0.00 0.56
0.00 0.00 0.00 0.00
1.03
0.00
1.72
0.00
1.72
0.00
1.72
0.00
1.72
0.00
1.72
0.00
1.72
0.00
1.72
0.00
1.72
0.00
1.72
0.00
10 1 8.64 1 1.03
0.00 0.00 0.00 0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
1 8.64 5
0.00 0.00
2 8.64 5
0.00 0.00
3 8.64 5
0.00 0.00
4 8.64 5
0.00 0.00
5 8.64 5
0.00 0.00
6 8.64 5
0.00 0.00
7 8.64 5
0.00 0.00
8 8.64 5
0.00 0.00
9 8.64 5
0.00 0.00
10 8.64 5
0.00 0.00
1.41
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.11 0.00 0.09 0.11 0.11 0.25 0.00 0.56
0.00 0.00 0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.09
0.00
0.09
0.00
0.09
0.00
0.09
0.00
0.09
0.00
0.09
0.00
0.09
0.00
0.09
0.00
0.09
0.00
0.09
0.00
Page 23
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56

11 11 8.64 5
0.00 0.00 0.00
11 12 8.64 5
0.00 0.00 0.00
11 13 8.64 5
0.00 0.00 0.00
11 14 8.64 5
0.00 0.00 0.00
11 15 8.64 5
0.00 0.00 0.00
12
0.00
12
0.00
12
0.00
12
0.00
12
0.00
12
0.00
12
0.00
12
0.00
1 8.64 5
0.00 0.00
2 8.64 5
0.00 0.00
3 8.64 5
0.00 0.00
4 8.64 5
0.00 0.00
5 8.64 5
0.00 0.00
6 8.64 5
0.00 0.00
7 8.64 5
0.00 0.00
8 8.64 5
0.00 0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
WLAScen5a.out
0.00 0.09 0.11
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.09
0.00
0.09
0.00
0.09
0.00
0.09
0.00
0.09
0.00
0.09
0.00
0.09
0.00
0.09
0.00
0.09
0.00
0.09
0.00
0.09
0.00
0.09
0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 7
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
RCH ELE DO K2 OXYGN BOD BOD SOD
ORGP ORGP DISP COLI ANC ANC ANC
NUM NUM SAT OPT REAIR DECAY SETT RATE
DECAY SETT SRCE DECAY DECAY SETT SRCE
MG/L 1/DAY 1/DAY 1/DAY G/F2D
1/DAY 1/DAY MG/F2D 1/DAY 1/DAY 1/DAY MG/F2D
13
0.00
13
0.00
13
0.00
13
0.00
13
0.00
13
0.00
13
0.00
13
0.00
13
1 8.64 5
0.00 0.00
2 8.64 5
0.00 0.00
3 8.64 5
0.00 0.00
4 8.64 5
0.00 0.00
5 8.64 5
0.00 0.00
6 8.64 5
0.00 0.00
7 8.64 5
0.00 0.00
8 8.64 5
0.00 0.00
9 8.64 5
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.09
0.00
0.09
0.00
0.09
0.00
0.09
0.00
0.09
0.00
0.09
0.00
0.09
0.00
0.09
0.00
0.09
Page 24
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
▪ REACTION COEFFICIENT SUMMARY
ORGN
DECAY
1/DAY
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
ORGN
SETT
1/DAY
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
NH3
DECAY
1/DAY
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
NH3
SRCE
MG/F2D
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
NO2
DECAY
1/DAY
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56

0.00 0.00 0.00
13 10 8.64 5
0.00 0.00 0.00
13 11 8.64 5
0.00 0.00 0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
1 8.64 5
0.00 0.00
2 8.64 5
0.00 0.00
3 8.64 5
0.00 0.00
4 8.64 5
0.00 0.00
5 8.64 5
0.00 0.00
6 8.64 5
0.00 0.00
7 8.64 5
0.00 0.00
8 8.64 5
0.00 0.00
9 8.64 5
0.00 0.00
10 8.64 5
0.00 0.00
11 8.64 5
0.00 0.00
12 8.64 5
0.00 0.00
13 8.64 5
0.00 0.00
14 8.64 5
0.00 0.00
15 8.64 5
0.00 0.00
16 8.64 5
0.00 0.00
17 8.64 5
0.00 0.00
1 8.64 5
0.00 0.00
2 8.64 5
0.00 0.00
3 8.64 5
0.00 0.00
4 8.64 5
0.00 0.00
5 8.64 5
0.00 0.00
6 8.64 5
0.00 0.00
7 8.64 5
0.00 0.00
8 8.64 5
0.00 0.00
9 8.64 5
0.00 0.00
10 8.64 5
0.00 0.00
WLAScen5a.out
0.00 0.00 0.00 0.00
2.48 0.11 0.00 0.09 0.11 0.11 0.25 0.00 0.56
0.00 0.00 0.00 0.00
2.48 0.11 0.00 0.09 0.11 0.11 0.25 0.00 0.56
0.00 0.00 0.00 0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
2.48
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
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0.11
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0.09
0.00
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0.00
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Page 25
0.11
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0.11
0.11
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0.25
0.25
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0.25
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0.25
0.25
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0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56
0.56

WLA5cen5a.out
15 11 8.64 5 2.48 0.11 0.00 0.09 0.11 0.11 0.25 0.00 0.56
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 1 8.64 5 2.48 0.11 0.00 0.09 0.11 0.11 0.25 0.00 0.56
0.00 0.00 0.00 0.00 0.00 0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 8
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
▪ REACTION COEFFICIENT SUMMARY
RCH ELE DO K2 OXYGN BOD BOD SOD ORGN ORGN NH3 NH3 NO2
ORGP ORGP DISP COLI ANC ANC ANC
NUM NUM SAT OPT REAIR DECAY SETT RATE DECAY SETT DECAY SRCE DECAY
DECAY SETT SRCE DECAY DECAY SETT SRCE
MG/L 1/DAY 1/DAY 1/DAY G/F2D 1/DAY 1/DAY 1/DAY MG/F2D 1/DAY
1/DAY 1/DAY MG/F2D 1/DAY 1/DAY 1/DAY MG/F2D
16 2 8.64 5 2.48 0.11 0.00 0.09 0.11 0.11 0.25 0.00 0.56
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 3 8.64 5 2.48 0.11 0.00 0.09 0.11 0.11 0.25 0.00 0.56
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 4 8.64 5 2.48 0.11 0.00 0.09 0.11 0.11 0.25 0.00 0.56
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 5 8.64 5 2.48 0.11 0.00 0.09 0.11 0.11 0.25 0.00 0.56
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 6 8.64 5 2.48 0.11 0.00 0.09 0.11 0.11 0.25 0.00 0.56
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 7 8.64 5 2.48 0.11 0.00 0.09 0.11 0.11 0.25 0.00 0.56
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 8 8.64 5 2.48 0.11 0.00 0.09 0.11 0.11 0.25 0.00 0.56
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 9 8.64 5 2.48 0.11 0.00 0.09 0.11 0.11 0.25 0.00 0.56
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 10 8.64 5 2.48 0.11 0.00 0.09 0.11 0.11 0.25 0.00 0.56
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 11 8.64 5 2.48 0.11 0.00 0.09 0.11 0.11 0.25 0.00 0.56
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 12 8.64 5 2.48 0.11 0.00 0.09 0.11 0.11 0.25 0.00 0.56
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 13 8.64 5 2.48 0.11 0.00 0.09 0.11 0.11 0.25 0.00 0.56
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 14 8.64 5 2.48 0.11 0.00 0.09 0.11 0.11 0.25 0.00 0.56
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 15 8.64 5 2.48 0.11 0.00 0.09 0.11 0.11 0.25 0.00 0.56
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 16 8.64 5 2.48 0.11 0.00 0.09 0.11 0.11 0.25 0.00 0.56
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 17 8.64 5 2.48 0.11 0.00 0.09 0.11 0.11 0.25 0.00 0.56
0.00 0.00 0.00 0.00 0.00 0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 9
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
Page 26

RCH ELE
NUM NUM TEMP
SUM-N ORGP DIS-P
DEG-F
MG/L MG/L MG/L
1 1 76.64
0.54 0.00 0.00
1 2 76.64
14.94 0.00 0.00
1 3 76.64
14.94 0.00 0.00
2 1 75.56
14.67 0.00 0.00
2 2 75.56
14.66 0.00 0.00
3 1 75.02
14.66 0.00 0.00
3 2 75.02
14.66 0.00 0.00
3 3 75.02
14.65 0.00 0.00
4 1
14.65
4 2
14.64
4 3
14.64
4 4
14.64
4 5
14.63
4 6
14.63
4 7
14.63
4 8
14.62
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
74.66
0.00
74.66
0.00
74.66
0.00
74.66
0.00
74.66
0.00
74.66
0.00
74.66
0.00
74.66
0.00
5 1 74.30
14.62 0.00 0.00
5 2 74.30
14.62 0.00 0.00
5 3 74.30
14.62 0.00 0.00
5 4 74.30
14.61 0.00 0.00
5 5 74.30
14.61 0.00 0.00
6 1 73.76
14.61 0.00 0.00
WLAScen5a.out
CM-1 CM-2 CM-3
ANC
SUM-P COLI
MG/L #/100ML
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
** WATER QUALITY VARIABLES **
DO BOD ORGN NH3N NO2N NO3N
CHLA
MG/L MG/L MG/L MG/L MG/L MG/L
UG/L
0.00 6.68 2.00
0.00 0.00
0.00 6.95 13.38
0.00 0.00
0.00 6.91 13.36
0.00 0.00
0.33
1.72
1.71
0.07
0.95
0.95
0.01
0.02
0.02
0.13
12.25
12.25
0.00 6.80 13.06 1.68 0.94 0.03 12.03
0.00 0.00
0.00 6.55 12.90 1.67 0.93 0.03 12.03
0.00 0.00
0.00 6.34 12.78
0.00 0.00
0.00 6.16 12.69
0.00 0.00
0.00 5.99 12.60
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.85
0.00
5.72
0.00
5.58
0.00
5.45
0.00
5.32
0.00
5.19
0.00
5.07
0.00
4.94
0.00
12.54
12.47
12.41
12.35
12.28
12.22
12.16
12.10
0.00 4.91 12.07
0.00 0.00
0.00 4.89 12.05
0.00 0.00
0.00 4.87 12.03
0.00 0.00
0.00 4.86 12.01
0.00 0.00
0.00 4.84 11.99
0.00 0.00
1.66
1.65
1.64
1.63
1.63
1.62
1.61
1.60
1.59
1.59
1.58
1.57
1.57
1.57
1.56
1.56
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.04
0.05
0.05
0.05
0.06
0.06
0.07
0.07
0.08
0.08
0.09
0.09
0.09
0.09
0.09
0.10
12.03
12.03
12.03
12.03
12.03
12.03
12.03
12.03
12.04
12.04
12.04
12.04
12.04
12.04
12.04
12.04
0.00 4.83 11.97 1.55 0.92 0.10 12.04
0.00 0.00
Page 27

6 2 73.76
14.61 0.00 0.00
6 3 73.76
14.61 0.00 0.00
6 4 73.76
14.60 0.00 0.00
6 5 73.76
14.60 0.00 0.00
7 1
14.60
7 2
14.60
7 3
14.60
7 4
14.59
7 5
14.59
7 6
14.59
7 7
14.59
RCH ELE
0.00
0.00
0.00
0.00
0.00
0.00
0.00
73.22
0.00
73.22
0.00
73.22
0.00
73.22
0.00
73.22
0.00
73.22
0.00
73.22
0.00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
WLAScen5a.out
0.00 4.82 11.95
0.00 0.00
0.00 4.81 11.93
0.00 0.00
0.00 4.80 11.91
0.00 0.00
0.00 4.79 11.90
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
4.78
0.00
4.74
0.00
4.70
0.00
4.66
0.00
4.62
0.00
4.59
0.00
4.55
0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 10
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
NUM NUM TEMP
SUM-N ORGP DIS-P
DEG-F
MG/L MG/L MG/L
8 1 72.68
14.58 0.00 0.00
8 2 72.68
14.58 0.00 0.00
9 1 72.68
14.57 0.00 0.00
9 2 72.68
14.57 0.00 0.00
9 3 72.68
14.57 0.00 0.00
9 4 72.68
14.57 0.00 0.00
9 5 72.68
14.57 0.00 0.00
9 6 72.68
14.56 0.00 0.00
9 7 72.68
14.56 0.00 0.00
9 8 72.68
CM-1 CM-2 CM-3
ANC
SUM-P COLI
MG/L #/100ML
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
11.88
11.86
11.84
11.82
11.80
11.77
11.75
1.55 0.92
1.55 0.91
1.54 0.91
1.54 0.91
1.53 0.91
1.53 0.91
1.52 0.91
1.52 0.91
1.51 0.91
1.51 0.91
1.50 0.91
0.10
0.10
0.10
0.11
0.11
0.11
0.11
0.12
0.12
0.12
0.12
12.04
12.04
12.04
12.04
12.04
12.05
12.05
12.05
12.05
12.05
12.05
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
WATER QUALITY VARIABLES ;;•
DO BOD ORGN NH3N NO2N NO3N
CHLA
MG/L MG/L MG/L MG/L MG/L MG/L
UG/L
0.00 4.50 11.72 1.50 0.91 0.13 12.05
0.00 0.00
0.00 4.42 11.68 1.48 0.90 0.13 12.06
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 0.0
0.00 4.55
Page 28
4.43
0.00
4.45
0.00
4.47
0.00
4.48
0.00
4.50
0.00
4.52
0.00
4.53
11.65
11.63
11.62
11.61
11.59
11.58
11.57
11.55
1.48
1.47
1.47
1.47
1.46
1.46
1.46
1.45
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.14
0.14
0.14
0.14
0.14
0.14
0.14
0.15
12.06
12.06
12.06
12.06
12.06
12.06
12.06
12.06

14.56 0.00 0.00
9 9 72.68
14.56 0.00 0.00
9 10 72.68
14.56 0.00 0.00
10 1 72.68
14.55 0.00 0.00
11 1
14.55
11 2
14.55
11 3
14.54
11 4
14.54
11 5
14.12
11 6
14.12
11 7
14.12
11 8
14.12
11 9
14.12
11 10
14.12
11 11
14.12
11 12
14.11
11 13
14.11
11 14
14.11
11 15
14.11
12 1
14.11
12 2
14.11
12 3
14.11
12 4
14.10
12 5
14.10
12 6
14.10
12 7
14.10
12 8
14.10
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
WLAScen5a.out
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 4.56 11.54 1.45 0.90 0.15 12.06
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 4.58 11.52 1.45 0.90 0.15 12.06
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 4.59 11.48 1.44 0.90 0.15 12.07
0.00.00E+00 0.00 0.00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
STREAM QUALITY SIMULATION
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
4.67
0.00
4.71
0.00
4.75
0.00
4.78
0.00
4.88
0.00
4.91
0.00
4.94
0.00
4.97
0.00
5.00
0.00
5.03
0.00
5.06
0.00
5.09
0.00
5.12
0.00
5.15
0.00
5.18
0.00
5.20
0.00
5.23
0.00
5.25
0.00
5.28
0.00
5.30
0.00
5.32
0.00
5.35
0.00
5.37
0.00
Page 29
11.43
11.42
11.41
11.40
11.10
11.09
11.08
11.07
11.05
11.04
11.03
11.02
11.01
11.00
10.98
10.97
10.96
10.95
10.94
10.92
10.91
10.90
10.89
1.42
1.42
1.42
1.42
1.38
1.38
1.37
1.37
1.37
1.37
1.36
1.36
1.36
1.35
1.35
1.35
1.35
1.34
1.34
1.34
1.34
1.33
1.33
0.89
0.89
0.89
0.89
0.87
0.87
0.87
0.87
0.87
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.86
0.16
0.16
0.16
0.16
0.16
0.16
0.16
0.16
0.16
0.16
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.18
0.18
0.18
0.18
12.07
12.07
12.07
12.07
11.72
11.72
11.72
11.72
11.72
11.72
11.72
11.72
11.72
11.72
11.73
11.73
11.73
11.73
11.73
11.73
11.73
11.73
11.73

WLA5cen5a.out
OUTPUT PAGE NUMBER 11
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
RCH ELE
NUM NUM TEMP
SUM-N ORGP DIS-P
DEG-F
MG/L MG/L MG/L
13 1 72.68
14.10 0.00 0.00
13 2 72.68
14.10 0.00 0.00
13 3 72.68
14.09 0.00 0.00
13 4 72.68
14.09 0.00 0.00
13 5 72.68
14.09 0.00 0.00
13 6 72.68
14.09 0.00 0.00
13 7 72.68
14.09 0.00 0.00
13 8 72.68
14.09 0.00 0.00
13 9 72.68
14.09 0.00 0.00
13 10 72.68
14.09 0.00 0.00
13 11 72.68
14.08 0.00 0.00
14 1
14.08
14 2
14.08
14 3
14.08
14 4
14.08
14 5
14.08
14 6
14.08
14 7
14.07
14 8
14.07
14 9
14.07
14 10
14.07
14 11
14.07
14 12
14.07
14 13
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
CM-1 CM-2 CM-3
ANC
SUM-P COLI
MG/L #/100ML
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
WATER QUALITY VARIABLES ;;•
DO BOD ORGN NH3N NO2N NO3N
CHLA
MG/L MG/L MG/L MG/L MG/L MG/L
UG/L
5.39
0.00
5.41
0.00
5.43
0.00
5.45
0.00
5.47
0.00
5.49
0.00
5.51
0.00
5.53
0.00
5.55
0.00
5.57
0.00
5.59
0.00
5.60
0.00
5.62
0.00
5.64
0.00
5.65
0.00
5.67
0.00
5.68
0.00
5.70
0.00
5.71
0.00
5.73
0.00
5.74
0.00
5.75
0.00
5.77
0.00
v Page 30
10.88 1.33 0.86 0.18 11.73
10.87 1.32 0.86 0.18 11.73
10.85 1.32 0.86 0.18 11.74
10.84 1.32 0.86 0.18 11.74
10.83 1.32 0.85 0.18 11.74
10.82 1.31 0.85 0.18 11.74
10.81 1.31 0.85 0.19 11.74
10.80 1.31 0.85 0.19 11.74
10.78 1.30 0.85 0.19 11.74
10.77 1.30 0.85 0.19 11.74
10.76 1.30 0.85 0.19 11.74
10.75 1.30 0.85 0.19 11.75
10.74 1.29 0.85 0.19 11.75
10.73 1.29 0.85 0.19 11.75
10.71 1.29 0.85 0.19 11.75
10.70 1.29 0.85 0.19 11.75
10.69 1.28 0.85 0.20 11.75
10.68 1.28 0.85 0.20 11.75
10.67 1.28 0.85 0.20 11.75
10.66 1.28 0.85 0.20 11.75
10.65 1.27 0.84 0.20 11.75
10.63 1.27 0.84 0.20 11.76
10.62 1.27 0.84 0.20 11.76
10.61 1.26 0.84 0.20 11.76

14.07 0.00 0.00
14 14 72.68
14.07 0.00 0.00
14 15 72.68
14.06 0.00 0.00
14 16 72.68
14.06 0.00 0.00
14 17 72.68
14.06 0.00 0.00
15 1
14.06
15 2
14.06
15 3
14.06
15 4
14.06
15 5
14.06
15 6
14.05
15 7
14.05
15 8
14.05
15 9
14.05
15 10
14.05
15 11
14.05
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
16 1 72.68
14.05 0.00 0.00
RCH ELE
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
WLAScen5a.out
0.00 0.00
0.00 5.79 10.60
0.00 0.00
0.00 5.80 10.59
0.00 0.00
0.00 5.82 10.58
0.00 0.00
0.00 5.83 10.57
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.84
0.00
5.85
0.00
5.86
0.00
5.87
0.00
5.88
0.00
5.89
0.00
5.90
0.00
5.91
0.00
5.92
0.00
5.93
0.00
5.94
0.00
10.55
10.54
10.53
10.52
10.51
10.50
10.49
10.47
10.46
10.45
10.44
1.26
1.26
1.26
1.25
1.25
1.25
1.25
1.24
1.24
1.24
1.24
1.23
1.23
1.23
1.23
0.84
0.84
0.84
0.84
0.84
0.84
0.84
0.84
0.84
0.84
0.84
0.84
0.83
0.83
0.83
0.20
0.20
0.20
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
11.76
11.76
11.76
11.76
11.76
11.76
11.77
11.77
11.77
11.77
11.77
11.77
11.77
11.77
11.77
0.00 5.95 10.43 1.22 0.83 0.22 11.78
0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 12
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
NUM NUM TEMP
SUM-N ORGP DIS-P
DEG-F
MG/L MG/L MG/L
16 2 72.68
14.05 0.00 0.00
16 3 72.68
14.04 0.00 0.00
16 4 72.68
14.04 0.00 0.00
16 5 72.68
14.04 0.00 0.00
16 6 72.68
14.04 0.00 0.00
CM-1 CM-2 CM-3
ANC
SUM-P COLI
MG/L #/100ML
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
s,s,*** STEADY STATE SIMULATION *****
** WATER QUALITY VARIABLES **
DO BOD ORGN NH3N NO2N NO3N
CHLA
MG/L MG/L MG/L MG/L MG/L MG/L
UG/L
5.96
0.00
5.97
0.00
5.98
0.00
5.99
0.00
5.99
0.00
Page 31
10.42 1.22 0.83 0.22 11.78
10.41 1.22 0.83 0.22 11.78
10.40 1.22 0.83 0.22 11.78
10.39 1.21 0.83 0.22 11.78
10.37 1.21 0.83 0.22 11.78

16 7
14.04
16 8
13.10
16 9
13.10
16 10
13.10
16 11
13.10
16 12
13.10
16 13
13.09
16 14
13.09
16 15
13.09
16 16
13.09
16 17
13.09
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
72.68
0.00
WLAScen5a.out
0.00 0.00 0.00 6.00 10.36 1.21
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 6.06 9.77 1.14
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 6.07 9.76 1.14
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 6.08 9.75 1.14
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 6.09 9.74 1.14
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 6.09 9.73 1.13
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 6.10 9.72 1.13
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 6.11 9.71 1.13
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 6.11 9.70 1.13
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 6.12 9.69 1.13
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 6.13 9.68 1.12
0.00.00E+00 0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 13
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
DISSOLVED OXYGEN MASS
ELE RCH ELE
ORD NUM NUM TEMP
NET
DEG-F
C-BOD SOD P-R
1 1
- 0.80
2 1
- 5.34
3 1
- 5.33
1 76.64
-7.33 0.00
2 76.64
- 7.33 0.00
3 76.64
- 7.33 0.00
BALANCE
DO
SAT
(MG/L-DAY)
DO
DO DEF
0.83
0.78
0.78
0.78
0.78
0.78
0.77
0.77
0.77
0.77
0.77
0.22
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
0.21
11.78
10.97
10.97
10.97
10.98
10.98
10.98
10.98
10.98
10.98
10.98
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
DISSOLVED OXYGEN DATA
COMPONENTS OF
DAM NIT
INPUT INHIB
MG/L MG/L MG/L MG/L FACT
NH3-N NO2-N
8.29
- 0.07
8.29
- 0.96
8.29
- 0.96
6.68
- 0.01
6.95
- 0.01
6.91
- 0.02
1.61
1.35
1.38
0.00
0.00
0.00
1.00
1.00
1.00
4 2 1 75.56 8.39 6.80 1.58 0.00 1.00
- 4.75 -1.86 0.00 -0.90 -0.02
5 2 2 75.56 8.39 6.55 1.83 0.00 1.00
- 4.69 -1.86 0.00 -0.90 -0.02
6 3 1 75.02
- 4.28 -3.95 0.00
7 3 2 75.02
- 4.25 -3.95 0.00
8 3 3 75.02
- 4.22 -3.95 0.00
8.43
- 0.87
8.43
- 0.87
8.43
- 0.87
6.34
- 0.03
6.16
- 0.03
5.99
- 0.03
2.09
2.27
2.45
Page 32
0.00
0.00
0.00
1.00
1.00
1.00
F-FNCTN OXYGN
INPUT REAIR
1457.67
1425.29
0.00
8.84
7.39
7.58
3.68 4.56
0.00 0.65
0.00
0.00
0.00
0.92
1.19
1.29

9 4 1 74.66 8.47
- 2.97 -3.29 0.00 -0.86
10 4 2 74.66 8.47
- 2.96 -3.29 0.00 -0.85
11 4 3 74.66 8.47
- 2.94 -3.29 0.00 -0.85
12 4 4 74.66 8.47
- 2.93 -3.29 0.00 -0.85
13 4 5 74.66 8.47
- 2.91 -3.29 0.00 -0.85
14 4 6 74.66 8.47
- 2.90 -3.29 0.00 -0.85
15 4 7 74.66 8.47
- 2.88 -3.29 0.00 -0.85
16 4 8 74.66 8.47
- 2.87 -3.29 0.00 -0.85
17 5 1 74.30
- 1.84 -4.69 0.00
18 5 2 74.30
- 1.84 -4.69 0.00
19 5 3 74.30
- 1.84 -4.69 0.00
20 5 4 74.30
- 1.83 -4.69 0.00
21 5 5 74.30
- 1.83 -4.69 0.00
22 6 1 73.76
- 1.80 -4.42 0.00
23 6 2 73.76
- 1.80 -4.42 0.00
24 6 3 73.76
- 1.80 -4.42 0.00
25 6 4 73.76
- 1.79 -4.42 0.00
26 6 5 73.76
- 1.79 -4.42 0.00
27 7 1 73.22
- 1.36 -2.36 0.00
28 7 2 73.22
- 1.35 -2.36 0.00
29 7 3 73.22
- 1.35 -2.36 0.00
30 7 4 73.22
- 1.35 -2.36 0.00
31 7 5 73.22
- 1.35 -2.36 0.00
32 7 6 73.22
- 1.35 -2.36 0.00
33 7 7 73.22
- 1.34 -2.36 0.00
8.50
- 0.83
8.50
- 0.83
8.50
- 0.83
8.50
- 0.83
8.50
- 0.83
8.55
- 0.81
8.55
- 0.81
8.55
- 0.81
8.55
- 0.81
8.55
- 0.81
8.59
- 0.79
8.59
- 0.79
8.59
- 0.79
8.59
- 0.79
8.59
- 0.79
8.59
- 0.79
8.59
- 0.78
WLAScen5a.out
5.85 2.61 0.00
- 0.04
5.72 2.75
- 0.04
5.58 2.88
- 0.04
5.45 3.01
- 0.05
5.32 3.14
- 0.05
5.19 3.27
- 0.05
5.07 3.40
- 0.05
4.94 3.52
- 0.06
4.91
- 0.06
4.89
- 0.06
4.87
- 0.06
4.86
- 0.06
4.84
- 0.06
4.83
- 0.07
4.82
- 0.07
4.81
- 0.07
4.80
- 0.07
4.79
- 0.07
4.78
- 0.07
4.74
- 0.07
4.70
- 0.07
4.66
- 0.08
4.62
- 0.08
4.59
- 0.08
4.55
- 0.08
1.00 0.00 1.29
0.00 1.00 0.00 1.28
0.00 1.00 0.00 1.34
0.00 1.00 0.00 1.40
0.00 1.00 0.00 1.46
0.00 1.00 0.00 1.52
0.00 1.00 0.00 1.58
0.00 1.00 0.00 1.64
3.59 0.00 1.00 0.00 3.98
3.61 0.00 1.00 0.00 6.32
3.62 0.00 1.00 0.00 6.35
3.64 0.00 1.00 0.00 6.38
3.66 0.00 1.00 0.00 6.41
3.72 0.00 1.00 0.00 6.48
3.73 0.00 1.00 0.00 6.51
3.74 0.00 1.00 0.00 6.53
3.75 0.00 1.00 0.00 6.55
3.76 0.00 1.00 0.00 6.57
3.82 0.00 1.00 0.00 4.54
3.86 0.00 1.00 0.00 2.47
3.90 0.00 1.00 0.00 2.50
3.93 0.00 1.00 0.00 2.52
3.97 0.00 1.00 0.00 2.55
4.01 0.00 1.00 0.00 2.57
4.05 0.00 1.00 0.00 2.59
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 14
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
Page 33

WLAScen5a.out
***** STEADY STATE SIMULATION *****
** DISSOLVED OXYGEN DATA **
COMPONENTS OF
DISSOLVED OXYGEN MASS BALANCE (MG/L-DAY)
ELE RCH ELE DO DO DAM NIT
ORD NUM NUM TEMP SAT DO DEF INPUT INHIB F-FNCTN OXYGN
NET
DEG-F MG/L MG/L MG/L MG/L FACT INPUT REAIR
C-BOD SOD P-R NH3-N NO2-N
34 8 1 72.68 8.64 4.50 4.15 0.00 1.00 0.00 2.03
- 1.32 -1.09 0.00 -0.77 -0.08
35 8 2 72.68 8.64 4.42 4.22 0.00 1.00 0.00 1.44
- 1.32 -1.09 0.00 -0.76 -0.08
36 9 1 72.68 8.64 4.43 4.21 0.00 1.00
- 1.31 -3.10 0.00 -0.76 -0.09
37 9 2 72.68 8.64 4.45 4.19 0.00 1.00
- 1.31 -3.10 0.00 -0.76 -0.09
38 9 3 72.68 8.64 4.47 4.17 0.00 1.00
- 1.31 -3.10 0.00 -0.76 -0.09
39 9 4 72.68 8.64 4.48 4.16 0.00 1.00
- 1.31 -3.10 0.00 -0.76 -0.09
40 9 5 72.68 8.64 4.50 4.14 0.00 1.00
- 1.31 -3.10 0.00 -0.76 -0.09
41 9 6 72.68 8.64 4.52 4.13 0.00 1.00
- 1.30 -3.10 0.00 -0.76 -0.09
42 9 7 72.68 8.64 4.53 4.11 0.00 1.00
- 1.30 -3.10 0.00 -0.76 -0.09
43 9 8 72.68 8.64 4.55 4.10 0.00 1.00
- 1.30 -3.10 0.00 -0.76 -0.09
44 9 9 72.68 8.64 4.56 4.08 0.00 1.00
- 1.30 -3.10 0.00 -0.76 -0.09
45 9 10 72.68 8.64 4.58 4.07 0.00 1.00
- 1.30 -3.10 0.00 -0.76 -0.10
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
4.33
7.19
7.16
7.13
7.11
7.08
7.05
7.03
7.00
6.98
46 10 1 72.68 8.64 4.59 4.06 0.00 1.00 0.00 4.17
- 1.29 -0.88 0.00 -0.76 -0.10
47 11 1 72.68 8.64 4.67 3.97 0.00 1.00 0.00 5.60
- 1.29 -3.46 0.00 -0.75 -0.10
48 11 2 72.68 8.64 4.71 3.93 0.00 1.00 0.00 9.76
- 1.29 -3.46 0.00 -0.75 -0.10
49 11 3 72.68 8.64 4.75 3.90 0.00 1.00 0.00 9.67
- 1.29 -3.46 0.00 -0.75 -0.10
50 11 4 72.68 8.64 4.78 3.86 0.00 1.00 0.00 9.58
- 1.28 -3.46 0.00 -0.75 -0.10
51 11 5 72.68 8.64 4.88 3.77 0.00 1.00 21.29 9.35
- 1.25 -3.46 0.00 -0.73 -0.10
52 11 6 72.68 8.64 4.91 3.73 0.00 1.00 0.00 9.27
- 1.25 -3.46 0.00 -0.73 -0.10
53 11 7 72.68 8.64 4.94 3.70 0.00 1.00 0.00 9.19
- 1.25 -3.46 0.00 -0.73 -0.10
54 11 8 72.68 8.64 4.97 3.67 0.00 1.00 0.00 9.11
- 1.25 -3.46 0.00 -0.73 -0.10
55 11 9 72.68 8.64 5.00 3.64 0.00 1.00 0.00 9.03
- 1.25 -3.46 0.00 -0.73 -0.10
56 11 10 72.68 8.64 5.03 3.61 0.00 1.00 0.00 8.96
Page 34

WLAScen5a.out
- 1.24 -3.46 0.00 -0.73 -0.11
57 11 11 72.68 8.64 5.06 3.58 0.00 1.00
- 1.24 -3.46 0.00 -0.73 -0.11
58 11 12 72.68 8.64 5.09 3.55 0.00 1.00
- 1.24 -3.46 0.00 -0.73 -0.11
59 11 13 72.68 8.64 5.12 3.52 0.00 1.00
- 1.24 -3.46 0.00 -0.73 -0.11
60 11 14 72.68 8.64 5.15 3.50 0.00 1.00
- 1.24 -3.46 0.00 -0.73 -0.11
61 11 15 72.68 8.64 5.18 3.47 0.00 1.00
- 1.24 -3.46 0.00 -0.73 -0.11
62 12 1 72.68 8.64 5.20 3.44 0.00 1.00
- 1.24 -3.46 0.00 -0.73 -0.11
63 12 2 72.68 8.64 5.23 3.42 0.00 1.00
- 1.24 -3.46 0.00 -0.73 -0.11
64 12 3 72.68 8.64 5.25 3.39 0.00 1.00
- 1.23 -3.46 0.00 -0.73 -0.11
65 12 4 72.68 8.64 5.28 3.37 0.00 1.00
- 1.23 -3.46 0.00 -0.73 -0.11
66 12 5 72.68 8.64 5.30 3.34 0.00 1.00
- 1.23 -3.46 0.00 -0.73 -0.11
67 12 6 72.68 8.64 5.32 3.32 0.00 1.00
- 1.23 -3.46 0.00 -0.72 -0.11
68 12 7 72.68 8.64 5.35 3.30 0.00 1.00
- 1.23 -3.46 0.00 -0.72 -0.11
69 12 8 72.68 8.64 5.37 3.27 0.00 1.00
- 1.23 -3.46 0.00 -0.72 -0.11
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 15
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
8.88
8.81
8.74
8.67
8.61
8.54
8.48
8.42
8.35
8.29
8.24
8.18
8.12
....*** STEADY STATE SIMULATION *****
..... ..........
** DISSOLVED OXYGEN DATA **
COMPONENTS OF
DISSOLVED OXYGEN MASS BALANCE (MG/L-DAY)
ELE RCH ELE DO DO DAM NIT
ORD NUM NUM TEMP SAT DO DEF INPUT INHIB F-FNCTN OXYGN
NET
DEG-F MG/L MG/L MG/L MG/L FACT INPUT REAIR
C-BOD SOD P-R NH3-N NO2-N
70 13 1 72.68 8.64 5.39 3.25 0.00 1.00 0.00 8.07
- 1.23 -3.46 0.00 -0.72 -0.12
71 13 2 72.68 8.64 5.41 3.23 0.00 1.00 0.00 8.02
- 1.22 -3.46 0.00 -0.72 -0.12
72 13 3 72.68 8.64 5.43 3.21 0.00 1.00 0.00 7.96
- 1.22 -3.46 0.00 -0.72 -0.12
73 13 4 72.68 8.64 5.45 3.19 0.00 1.00 0.00 7.91
- 1.22 -3.46 0.00 -0.72 -0.12
74 13 5 72.68 8.64 5.47 3.17 0.00 1.00 0.00 7.86
- 1.22 -3.46 0.00 -0.72 -0.12
75 13 6 72.68 8.64 5.49 3.15 0.00 1.00 0.00 7.82
- 1.22 -3.46 0.00 -0.72 -0.12
76 13 7 72.68 8.64 5.51 3.13 0.00 1.00 0.00 7.77
- 1.22 -3.46 0.00 -0.72 -0.12
77 13 8 72.68 8.64 5.53 3.11 0.00 1.00 0.00 7.72
Page 35

- 1.22 -3.46 0.00
78 13 9 72.68
- 1.22 -3.46 0.00
79 13 10 72.68
- 1.21 -3.46 0.00
80 13 11 72.68
- 1.21 -3.46 0.00
81 14 1 72.68
- 1.21 -3.46 0.00
82 14 2 72.68
- 1.21 -3.46 0.00
83 14 3 72.68
- 1.21 -3.46 0.00
84 14 4 72.68
- 1.21 -3.46 0.00
85 14 5 72.68
- 1.21 -3.46 0.00
86 14 6 72.68
- 1.20 -3.46 0.00
87 14 7 72.68
- 1.20 -3.46 0.00
88 14 8 72.68
- 1.20 -3.46 0.00
89 14 9 72.68
- 1.20 -3.46 0.00
90 14 10 72.68
- 1.20 -3.46 0.00
91 14 11 72.68
- 1.20 -3.46 0.00
92 14 12 72.68
- 1.20 -3.46 0.00
93 14 13 72.68
- 1.20 -3.46 0.00
94 14 14 72.68
- 1.19 -3.46 0.00
95 14 15 72.68
- 1.19 -3.46 0.00
96 14 16 72.68
- 1.19 -3.46 0.00
97 14 17 72.68
- 1.19 -3.46 0.00
98 15 1 72.68
- 1.19 -3.46 0.00
99 15 2 72.68
- 1.19 -3.46 0.00
100 15 3 72.68
-1.19 -3.46 0.00
101 15 4 72.68
- 1.19 -3.46 0.00
102 15 5 72.68
- 1.18 -3.46 0.00
103 15 6 72.68
- 1.18 -3.46 0.00
104 15 7 72.68
- 1.18 -3.46 0.00
105 15 8 72.68
- 1.18 -3.46 0.00
106 15 9 72.68
- 1.18 -3.46 0.00
WLAScen5a.out
- 0.72 -0.12
8.64 5.55 3.09 0.00 1.00 0.00 7.68
- 0.72 -0.12
8.64 5.57 3.08 0.00 1.00 0.00 7.63
- 0.72 -0.12
8.64 5.59 3.06 0.00 1.00 0.00 7.59
- 0.72 -0.12
8.64
- 0.72
8.64
- 0.72
8.64
-0.72
8.64
- 0.72
8.64
- 0.72
8.64
- 0.72
8.64
- 0.71
8.64
- 0.71
8.64
- 0.71
8.64
- 0.71
8.64
- 0.71
8.64
- 0.71
8.64
- 0.71
8.64
- 0.71
8.64
- 0.71
8.64
- 0.71
8.64
- 0.71
8.64
- 0.71
8.64
- 0.71
8.64
- 0.71
8.64
- 0.71
8.64
- 0.71
8.64
- 0.71
8.64
- 0.71
8.64
- 0.71
8.64
- 0.70
5.60
- 0.12
5.62
- 0.12
5.64
- 0.12
5.65
- 0.12
5.67
- 0.12
5.68
- 0.13
5.70
- 0.13
5.71
- 0.13
5.73
- 0.13
5.74
- 0.13
5.75
- 0.13
5.77
- 0.13
5.78
- 0.13
5.79
- 0.13
5.80
- 0.13
5.82
- 0.13
5.83
- 0.13
5.84
- 0.13
5.85
- 0.13
5.86
- 0.13
5.87
- 0.13
5.88
- 0.13
5.89
- 0.14
5.90
- 0.14
5.91
- 0.14
5.92
- 0.14
3.04 0.00 1.00 0.00 7.55
3.02 0.00 1.00 0.00 7.51
3.01 0.00 1.00 0.00 7.47
2.99 0.00 1.00 0.00 7.43
2.98 0.00 1.00 0.00 7.39
2.96 0.00 1.00 0.00 7.35
2.95 0.00 1.00 0.00 7.31
2.93 0.00 1.00 0.00 7.28
2.92 0.00 1.00 0.00 7.24
2.90 0.00 1.00 0.00 7.21
2.89 0.00 1.00 0.00 7.17
2.88 0.00 1.00 0.00 7.14
2.86 0.00 1.00 0.00 7.11
2.85 0.00 1.00 0.00 7.08
2.84 0.00 1.00 0.00 7.05
2.83 0.00 1.00 0.00 7.02
2.82 0.00 1.00 0.00 6.99
2.80
2.79
2.78
2.77
2.76
2.75
2.74
2.73
2.72
Page 36
0.00 1.00 0.00 6.96
0.00 1.00 0.00 6.93
0.00 1.00 0.00 6.90
0.00 1.00 0.00 6.88
0.00 1.00 0.00 6.85
0.00 1.00 0.00 6.82
0.00 1.00 0.00 6.80
0.00 1.00 0.00 6.77
0.00 1.00 0.00 6.75

WLAScen5a.out
107 15 10 72.68 8.64 5.93 2.71 0.00 1.00
- 1.18 -3.46 0.00 -0.70 -0.14
108 15 11 72.68 8.64 5.94 2.70 0.00 1.00
- 1.18 -3.46 0.00 -0.70 -0.14
109 16 1 72.68 8.64 5.95 2.69 0.00 1.00
- 1.18 -3.46 0.00 -0.70 -0.14
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 16
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
DISSOLVED OXYGEN
ELE RCH ELE
ORD NUM NUM
C-BOD
110 16
- 1.17
111 16
- 1.17
112 16
- 1.17
113 16
- 1.17
114 16
- 1.17
115 16
- 1.17
116 16
- 1.10
117 16
- 1.10
118 16
- 1.10
119 16
- 1.10
120 16
- 1.10
121 16
- 1.10
122 16
- 1.09
123 16
- 1.09
124 16
- 1.09
125 16
- 1.09
MASS BALANCE
DO
TEMP SAT
NET
DEG-F
SOD P-R
2 72.68
- 3.46 0.00
3 72.68
- 3.46 0.00
4 72.68
- 3.46 0.00
5 72.68
- 3.46 0.00
6 72.68
- 3.46 0.00
7 72.68
- 3.46 0.00
8 72.68
- 3.46 0.00
9 72.68
- 3.46 0.00
10 72.68
- 3.46 0.00
11 72.68
- 3.46 0.00
12 72.68
- 3.46 0.00
13 72.68
- 3.46 0.00
14 72.68
- 3.46 0.00
15 72.68
- 3.46 0.00
16 72.68
- 3.46 0.00
17 72.68
- 3.46 0.00
(MG/L-DAY)
DO
DO DEF
MG/L MG/L MG/L
NH3-N NO2-N
8.64
- 0.70
8.64
- 0.70
8.64
- 0.70
8.64
- 0.70
8.64
- 0.70
8.64
- 0.70
8.64
- 0.66
8.64
- 0.66
8.64
- 0.66
8.64
- 0.65
8.64
- 0.65
8.64
- 0.65
8.64
- 0.65
8.64
- 0.65
8.64
- 0.65
8.64
- 0.65
5.96
- 0.14
5.97
- 0.14
5.98
- 0.14
5.99
- 0.14
5.99
- 0.14
6.00
- 0.14
6.06
- 0.13
6.07
- 0.13
6.08
- 0.13
6.09
- 0.13
6.09
- 0.13
6.10
- 0.13
6.11
- 0.14
6.11
- 0.14
6.12
- 0.14
6.13
- 0.14
0.00 6.73
0.00 6.70
0.00 6.68
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
DISSOLVED OXYGEN DATA
COMPONENTS OF
DAM NIT
INPUT INHIB F-FNCTN OXYGN
MG/L FACT INPUT REAIR
2.68 0.00 1.00 0.00 6.66
2.67 0.00 1.00 0.00 6.64
2.67 0.00 1.00 0.00 6.62
2.66 0.00 1.00 0.00 6.60
2.65 0.00 1.00 0.00 6.58
2.64 0.00 1.00 0.00 6.56
2.58 0.00 1.00 49.51 6.40
2.57 0.00 1.00 0.00 6.38
2.56 0.00 1.00 0.00 6.36
2.56 0.00 1.00 0.00 6.35
2.55 0.00 1.00 0.00 6.33
2.54 0.00 1.00 0.00 6.31
2.54 0.00 1.00 0.00 6.29
2.53 0.00 1.00 0.00 6.28
2.52 0.00 1.00 0.00 6.26
2.52 0.00 1.00 0.00 6.25
Page 37

High Point Westside WLA Analysis - Supplement December 11, 2012
ATTACHMENT F. QUAL2E Model Input and Output for Scenario 6
TETRATECH
8

WLAScen6a.inp
TITLE01 Scenario 6 - existing channelconditions - winter Critical
Conditions
TITLE02
TITLE03 NO
TITLE04 NO
TITLE05 NO
TITLE06 NO
TITLE07 YES
TITLE08 NO
TITLE09 NO
TITLE10
TITLE11 YES
TITLE12
TITLE13 YES
TITLE14 NO
TITLE15 NO
ENDTITLE
LIST DATA INPUT
WRITE OPTIONAL SUMMARY
NO FLOW AUGMENTATION
STEADY STATE
NO TRAPEZOIDAL CHANNELS
PRINT SOLAR/LCD DATA
PLOT DO/BOD
FIXED DNSTRM CONC (YES=1)
INPUT METRIC (YES=1)
NUMBER OF REACHES
NUM OF HEADWATERS
TIME STEP (HOURS)
MAXIMUM SSTATE ITERATIONS
LATITUDE OF BASIN (DEG)
STANDARD MERIDIAN (DEG)
EVAP. COEFF. (AE)
ELEV OF BASIN (ELEV)
ENDATA1
O UPTAKE BY NH3 OXID(MG 0/MG N) 3.43
O PROD BY ALGAE (MG 0/MG A) 1.6
N CONTENT OF ALGAE (MG N/MG A) 0.085
ALG MAX SPEC GROTH RATE(1/DAY) 2
N HALF SATURATION CONST (MG/L) 0.2
LIN ALG SHADE CO (1/H-UGCHA/L) 0.0027
LIGHT FUNCTION OPTION (LFNOPT) 1
DAILY AVERAGING OPTION (LAVOPT) 1
NUMBER OF DAYLIGHT HOURS (NDLH) 11.2
ALGY GROWTH CALC OPTION (LGROPT) 1
ALG/TEMP SOLR RAD FACTOR (TFACT) 0.45
ENDATA1A
ENDATA1B
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
Rich Fork Creek from WWTP to mouth; High Pt discharge = 8.2 MGD
CONSERVATIVE MINERAL I
CONSERVATIVE MINERAL II
CONSERVATIVE MINERAL III
TEMPERATURE
BIOCHEMICAL OXYGEN DEMAND
ALGAE AS CHL-A IN UG/L
PHOSPHORUS CYCLE AS P IN MG/L
(ORGANIC-P; DISSOLVED-P)
NITROGEN CYCLE AS N IN MG/L
(ORGANIC-N; AMMONIA-N; NITRITE-N, NITRATE-N)
DISSOLVED OXYGEN IN MG/L
FECAL COLIFORMS IN NO./100 ML
ARBITRARY NON -CONSERVATIVE
0
0
16
1
1
30
35
75
0.00103
680
1 WWTP to 109 pool
2 through 109 pool
3 to Bedrock Knoll
4 to MS Rd
5 to confluence
6 to breakpoint
7 to ball road
8 through ball pool
9 to Kanoy Road
10 through kanoy pool
11 to shuler road
12 to utility easement
13 to below evans road
14 to below business 85
5D-ULT BOD CONV K COEF
OUTPUT METRIC (YES=1)
NUMBER OF JUNCTIONS
NUMBER OF POINT LOADS
LNTH COMP ELEMENT (DX)
TIME INC. FOR RPT2 (HRS)
LONGITIUDE OF BASIN (DEG)
DAY OF YEAR START TIME
EVAP COEF. (BE)
DUST ATTENUATION COEF.
0
0
4
0.1
1
80
248
0.0000094
0.06
O UPTAKE BY NO3 OXID(MG 0/MG N)
O UPTAKE BY ALGAE (MG 0/MG A)
P CONTENT OF ALGAE (MG N/MG A)
ALGAE RESPIRATION RATE (1/DAY)
P HALF SATURATION CONST (MG/L)
NLIN SHADE (1/H-(UGCHA/L)'`'`2/3)
LIGHT SATURATION COEF (INT/MIN)
LIGHT AVERAGING FACTOR (AFACT)
TOTAL DAILY SOLAR RADTN (INT)
ALGAL PREF FOR NH3-N (PREFN)
NITRIFICATION INHIBITION COEF
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
Page 1
12.5 TO
12.2 TO
12.0 TO
11.7 TO
10.9 TO
10.4 TO
9.9 TO
9.2 TO
9.0 TO
8.0 TO
7.9 TO
6.4 TO
5.6 TO
4.5 TO
1.14
1.9
0.013
0.1
0.04
0.0165
0.03
0.92
400
0.5
10
12.2
12.0
11.7
10.9
10.4
9.9
9.2
9.0
8.0
7.9
6.4
5.6
4.5
2.8

WLAScen6a.inp
STREAM REACH 15 to below old hwy 29 FROM 2.8 TO
STREAM REACH 16 to mouth FROM 1.7 TO
ENDATA2
ENDATA3
FLAG FIELD RCH= 1 3 1 6 2
FLAG FIELD RCH= 2 2 6 2
FLAG FIELD RCH= 3 3 2 2 2
FLAG FIELD RCH= 4 8 2 2 2 2 2 2 2 2
1.7
0
FLAG FIELD RCH= 5 5 2 2 2 2 2
FLAG FIELD RCH= 6 5 2 2 2 2 2
FLAG FIELD RCH= 7 7 2 2 2 2 2 2 2
FLAG FIELD RCH= 8 2 2 2
FLAG FIELD RCH= 9 10 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 10 1 2
FLAG FIELD RCH= 11 15 2 2 2 2 6 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 12 8 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 13 11 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 14 17 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 15 11 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 16 17 2 2 2 2 2 2 2 6 2 2 2 2 2 2 2 2 5
ENDATA4
HYDRAULCS RCH= 1 1.420 0 1.10 0 0.025
HYDRAULCS RCH= 2 0.190 0 3.98 0 0.025
HYDRAULCS RCH= 3 0.310 0 1.73 0 0.025
HYDRAULCS RCH= 4 0.310 0 1.91 0 0.025
HYDRAULCS RCH= 5 0.630 0 1.26 0 0.025
HYDRAULCS RCH= 6 0.610 0 1.21 0 0.025
HYDRAULCS RCH= 7 0.430 0 2.02 0 0.025
HYDRAULCS RCH= 8 0.190 0 3.98 0 0.025
HYDRAULCS RCH= 9 0.630 0 1.26 0 0.025
HYDRAULCS RCH= 10 0.190 0 3.98 0 0.025
HYDRAULCS RCH= 11 0.710 0 1.03 0 0.025
HYDRAULCS RCH= 12 0.710 0 1.03 0 0.025
HYDRAULCS RCH= 13 0.710 0 1.03 0 0.025
HYDRAULCS RCH= 14 0.710 0 1.03 0 0.025
HYDRAULCS RCH= 15 0.710 0 1.03 0 0.025
HYDRAULCS RCH= 16 0.710 0 1.03 0 0.025
ENDATAS
ENDATA5A
REACT COEF RCH= 1 0.320 0 0.149 5
REACT COEF RCH= 2 0.300 0 0.145 1 0.32
REACT COEF RCH= 3 0.280 0 0.140 5
REACT COEF RCH= 4 0.200 0 0.130 5
REACT COEF RCH= 5 0.130 0 0.119 5
REACT COEF RCH= 6 0.130 0 0.111 5
REACT COEF RCH= 7 0.100 0 0.100 5
REACT COEF RCH= 8 0.100 0 0.093 1 0.32
REACT COEF RCH= 9 0.100 0 0.083 5
REACT COEF RCH= 10 0.100 0 0.075 1 0.32
REACT COEF RCH= 11 0.100 0 0.075 5
REACT COEF RCH= 12 0.100 0 0.075 5
REACT COEF RCH= 13 0.100 0 0.075 5
REACT COEF RCH= 14 0.100 0 0.075 5
REACT COEF RCH= 15 0.100 0 0.075 5
REACT COEF RCH= 16 0.100 0 0.075 5
ENDATA6
N AND P COEF RCH= 1 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 2 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 3 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 4 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 5 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 6 0.1 0.1 0.2 0 0.5
Page 2

N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
ENDATA6A
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ENDATA6b
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
ENDATA7
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
ENDATA7A
INCR FLOW-1 RCH= 1
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
7
8
10
11
12
13
14
15
16
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
WLAScen6a.inp
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
1 0.33 0.1
2 0.33 0.1
3 0.33 0.1
4 0.33 0.1
5 0.33 0.1
6 0.33 0.1
7 0.33 0.1
8 0.33 0.1
9 0.33 0.1
10 0.33 0.1
11 0.33 0.1
12 0.33 0.1
13 0.33 0.1
14 0.33 0.1
15 0.33 0.1
16 0.33 0.1
Page 3
0
o
o
0
0
o
0
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13

INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
INCR FLOW-1
INCR FLOW-1
INCR FLOW-1
INCR FLOW-1
ENDATA8
INCR FLOW-2
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
ENDATA8A
ENDATA9
HEADWTR-1
ENDATA10
HEADWTR-2
ENDATA10A
POINTLD-1
POINTLD-1
POINTLD-1
POINTLD-1
ENDATA11
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
ENDATA11A
ENDATA12
ENDATA13
ENDATA13A
WLAScen6a.inp
RCH= 2
RCH= 3
RCH= 4
RCH= 5
RCH= 6
RCH= 7
RCH= 8
RCH= 9
RCH= 10
RCH= 11
RCH= 12
RCH= 13
RCH= 14
RCH= 15
RCH= 16
RCH= 1
RCH= 2
RCH= 3
RCH= 4
RCH= 5
RCH= 6
RCH= 7
RCH= 8
RCH= 9
RCH= 10
RCH= 11
RCH= 12
RCH= 13
RCH= 14
RCH= 15
RCH= 16
HDW= 1 Rich Fork Creek 1.90 75.7 8.2 2.00
HDW= 1 0.33 0.07 0.01 0.13
PTL=
PTL=
PTL=
PTL=
1 westside ww
2 Kennedy Mil
3 Hunts Fork
4 Hamby Creek
PTL= 1
PTL= 2
PTL= 3
PTL= 4
12.69 60.0 7.0 24.7
0.70 56.5 8.2 2.00
1.18 56.5 8.2 2.00
2.97 56.5 8.2 2.00
3.00 1.80 0.02 12.89
0.33 0.07 0.01 0.13
0.33 0.07 0.01 0.13
0.33 0.07 0.01 0.13
Page 4

MODEL • *
1996
$$$ (PROBLEM
CARD TYPE
TITLE01
Critical C
TITLE02
8.2
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.23000
0.00000
TITLE03
TITLE04
TITLE05
TITLE06
TITLE07
TITLE08
TITLE09
TITLE10
TITLE11
TITLE12
TITLE13
TITLE14
TITLE15
ENDTITLE
NO
NO
NO
NO
YES
NO
NO
YES
YES
NO
NO
WLAScen6a.out
* * * QUAL-2E STREAM QUALITY ROUTING
version 3.22 -- May
TITLES) $$$
QUAL-2E PROGRAM TITLES
Scenario 6 - existing channelconditions - Winter
Rich Fork Creek from WWTP to mouth; High Pt discharge
CONSERVATIVE MINERAL I
CONSERVATIVE MINERAL II
CONSERVATIVE MINERAL III
TEMPERATURE
BIOCHEMICAL OXYGEN DEMAND
ALGAE AS CHL-A IN UG/L
PHOSPHORUS CYCLE AS P IN MG/L
(ORGANIC-P; DISSOLVED-P)
NITROGEN CYCLE AS N IN MG/L
(ORGANIC-N; AMMONIA-N; NITRITE-N, NITRATE-N)
DISSOLVED OXYGEN IN MG/L
FECAL COLIFORMS IN NO./100 ML
ARBITRARY NON -CONSERVATIVE
$$$ DATA TYPE 1 (CONTROL
CARD TYPE
LIST DATA INPUT
WRITE OPTIONAL SUMMARY
NO FLOW AUGMENTATION
STEADY STATE
NO TRAPEZOIDAL CHANNELS
PRINT SOLAR/LCD DATA
PLOT DO/BOD
FIXED DNSTRM CONC (YES=1)
INPUT METRIC (YES=1)
NUMBER OF REACHES
DATA) $$$
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
16.00000
Page 1
CARD TYPE
5D-ULT BOD CONY K COEF
OUTPUT METRIC (YES=1)
NUMBER OF JUNCTIONS

0.00001
0.06000
0.00000
0/MG N)
0/MG A)
N/MG A)
(1/DAY)
(MG/L)
0.00000
4.00000
0.10000
1.00000
80.00000
NUM OF HEADWATERS
TIME STEP (HOURS)
MAXIMUM SSTATE ITERATIONS
LATITUDE OF BASIN (DEG)
STANDARD MERIDIAN (DEG)
248.00000
EVAP. COEFF. (AE)
ELEV OF BASIN (ELEV)
ENDATA1
WLAScen6a.out
1.00000
1.00000
30.00000
35.00000
75.00000
0.00103
680.00000
0.00000
NUMBER OF POINT LOADS
LNTH COMP ELEMENT (DX)
TIME INC. FOR RPT2 (HRS)
LONGITIUDE OF BASIN (DEG)
DAY OF YEAR START TIME
EVAP COEF. (BE)
DUST ATTENUATION COEF.
$$$ DATA TYPE 1A (ALGAE PRODUCTION AND NITROGEN
CARD TYPE
O UPTAKE BY NH3 OXID(MG 0/MG N)
1.1400
O PROD BY ALGAE (MG 0/MG A)
1.9000
N CONTENT OF ALGAE (MG N/MG A)
0.0130
ALG MAX SPEC GROTH RATE(1/DAY)
0.1000
N HALF SATURATION CONST (MG/L)
0.0400
LIN ALG SHADE CO (1/FT-UGCHA/L=)
SHADE(1/FT-(UGCHA/L)**2/3)= 0.0165
LIGHT FUNCTION OPTION (LFNOPT)
(BTU/FT2-MIN) = 0.0300
DAILY AVERAGING OPTION (LAVOPT)
(AFACT) 0.9200
NUMBER OF DAYLIGHT HOURS (NDLH)
(BTU/FT-2)= 400.0000
ALGY GROWTH CALC OPTION (LGROPT)
(PREFN) 0.5000
ALG/TEMP SOLR RAD FACTOR (TFACT)
INHIBITION COEF 10.0000
ENDATA1A
0.0000
$$$
3.4300
1.6000
0.0850
2.0000
0.2000
0.0027
1.0000
1.0000
11.2000
1.0000
0.4500
0.0000
OXIDATION CONSTANTS) $$$
$$$ DATA TYPE 1B (TEMPERATURE CORRECTION CONSTANTS
CARD TYPE RATE CODE
THETA( 1) BOD DECA
THETA( 2) BOD SETT
THETA( 3) OXY TRAN
THETA( 4) SOD RATE
THETA( 5) ORGN DEC
THETA( 6) ORGN SET
THETA( 7) NH3 DECA
THETA( 8) NH3 SRCE
THETA( 9) NO2 DECA
THETA(10) PORG DEC
THETA(11) PORG SET
THETA(12) DISP SRC
THETA VALUE
1.047
1.024
1.024
1.060
1.047
1.024
1.083
1.074
1.047
1.047
1.024
1.074
Page 2
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
CARD TYPE
O UPTAKE BY NO3 OXID(MG
O UPTAKE BY ALGAE (MG
P CONTENT OF ALGAE (MG
ALGAE RESPIRATION RATE
P HALF SATURATION CONST
NLIN
LIGHT SAT'N COEF
LIGHT AVERAGING FACTOR
TOTAL DAILY SOLR RAD
ALGAL PREF FOR NH3-N
NITRIFICATION
FOR RATE COEFFICIENTS)

R. MI/KM
12.2
12.0
11.7
10.9
10.4
9.9
9.2
9.0
8.0
7.9
6.4
5.6
4.5
2.8
1.7
0.0
0.0
SOURCES
0.
WLAScen6a.out
THETA(13) ALG GROW 1.047 DFLT
THETA(14) ALG RESP 1.047 DFLT
THETA(15) ALG SETT 1.024 DFLT
THETA(16) COLI DEC 1.047 DFLT
THETA(17) ANC DECA 1.000 DFLT
THETA(18) ANC SETT 1.024 DFLT
THETA(19) ANC SRCE 1.000 DFLT
ENDATA1B
$$$ DATA TYPE 2 (REACH IDENTIFICATION) $$$
CARD TYPE REACH ORDER AND IDENT R. MI/KM
STREAM REACH 1.0 WWTP to 109 pool FROM 12.5 TO
STREAM REACH 2.0 through 109 pool FROM 12.2 TO
STREAM REACH 3.0 to Bedrock Knoll FROM 12.0 TO
STREAM REACH 4.0 to MS Rd FROM 11.7 TO
STREAM REACH 5.0 to confluence FROM 10.9 TO
STREAM REACH 6.0 to breakpoint FROM 10.4 TO
STREAM REACH 7.0 to ball road FROM 9.9 TO
STREAM REACH 8.0 through ball pool FROM 9.2 TO
STREAM REACH 9.0 to Kanoy Road FROM 9.0 TO
STREAM REACH 10.0 through kanoy pool FROM 8.0 TO
STREAM REACH 11.0 to shuler road FROM 7.9 TO
STREAM REACH 12.0 to utility easement FROM 6.4 TO
STREAM REACH 13.0 to below evans road FROM 5.6 TO
STREAM REACH 14.0 to below business 8 FROM 4.5 TO
STREAM REACH 15.0 to below old hwy 29 FROM 2.8 TO
STREAM REACH 16.0 to mouth FROM 1.7 TO
ENDATA2 0.0 0.0
$$$ DATA TYPE 3 (TARGET LEVEL DO AND FLOW AUGMENTATION SOURCES) $$$
CARD TYPE REACH AVAIL HDWS TARGET ORDER OF AVAIL
ENDATA3 0. 0. 0.0 0. 0. 0. 0. 0.
$$$ DATA TYPE 4 (COMPUTATIONAL REACH FLAG FIELD) $$$
CARD TYPE REACH ELEMENTS/REACH
FLAG FIELD 1. 3.
1.6.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 2. 2.
6.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 3. 3.
Page 3
COMPUTATIONAL FLAGS

WLA5cen6a.out
2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 4. 8.
2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 5. 5.
2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 6. 5.
2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 7. 7.
2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 8. 2.
2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 9. 10.
2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 10. 1.
2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 11. 15.
2.2.2.2.6.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.
FLAG FIELD 12. 8.
2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 13. 11.
2.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.
FLAG FIELD 14. 17.
2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.0.0.0.
FLAG FIELD 15. 11.
2.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.
FLAG FIELD 16. 17.
2.2.2.2.2.2.2.6.2.2.2.2.2.2.2.2.5.0.0.0.
ENDATA4 0. 0.
0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
CMANN
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
$$$ DATA TYPE 5 (HYDRAULIC DATA FOR DETERMINING VELOCITY AND DEPTH) $$$
CARD TYPE REACH COEF-DSPN COEFQV EXPOQV COEFQH EXPOQH
HYDRAULCS 1. 0.00 1.420 0.000 1.100 0.000
HYDRAULCS 2. 0.00 0.190 0.000 3.980 0.000
HYDRAULCS 3. 0.00 0.310 0.000 1.730 0.000
HYDRAULCS 4. 0.00 0.310 0.000 1.910 0.000
HYDRAULCS 5. 0.00 0.630 0.000 1.260 0.000
HYDRAULCS 6. 0.00 0.610 0.000 1.210 0.000
HYDRAULCS 7. 0.00 0.430 0.000 2.020 0.000
HYDRAULCS 8. 0.00 0.190 0.000 3.980 0.000
HYDRAULCS 9. 0.00 0.630 0.000 1.260 0.000
HYDRAULCS 10. 0.00 0.190 0.000 3.980 0.000
HYDRAULCS 11. 0.00 0.710 0.000 1.030 0.000
HYDRAULCS 12. 0.00 0.710 0.000 1.030 0.000
HYDRAULCS 13. 0.00 0.710 0.000 1.030 0.000
HYDRAULCS 14. 0.00 0.710 0.000 1.030 0.000
HYDRAULCS 15. 0.00 0.710 0.000 1.030 0.000
Page 4

0.025
0.025
0.000
ATM
PRESSURE
0.00
$$$
HYDRAULCS
ENDATAS
WLAScen6a.out
16. 0.00 0.710 0.000 1.030 0.000
0. 0.00 0.000 0.000 0.000 0.000
$$$ DATA TYPE 5A (STEADY STATE TEMPERATURE AND CLIMATOLOGY DATA) $$$
CARD TYPE
WIND
ENDATASA
0.00
DUST CLOUD DRY BULB WET BULB
SOLAR RAD
REACH ELEVATION COEF COVER TEMP TEMP
ATTENUATION
0. 0.00 0.00 0.00 0.00 0.00
0.00
$$$ DATA TYPE 6 (REACTION COEFFICIENTS FOR DEOXYGENATION AND REAERATION)
CARD TYPE
COEQK2 OR EXPQK2
REACH K1 K3 SOD K20PT K2
RATE
TSIV COEF OR SLOPE
FOR OPT 8 FOR OPT 8
REACT COEF 1. 0.32 0.00 0.149 5. 0.00
0.000 0.00000
REACT COEF 2. 0.30 0.00 0.145 1. 0.32
0.000 0.00000
REACT COEF 3. 0.28 0.00 0.140 5. 0.00
0.000 0.00000
REACT COEF 4. 0.20 0.00 0.130 5. 0.00
0.000 0.00000
REACT COEF 5. 0.13 0.00 0.119 5. 0.00
0.000 0.00000
REACT COEF 6. 0.13 0.00 0.111 5. 0.00
0.000 0.00000
REACT COEF 7. 0.10 0.00 0.100 5. 0.00
0.000 0.00000
REACT COEF 8. 0.10 0.00 0.093 1. 0.32
0.000 0.00000
REACT COEF 9. 0.10 0.00 0.083 5. 0.00
0.000 0.00000
REACT COEF 10. 0.10 0.00 0.075 1. 0.32
0.000 0.00000
REACT COEF 11. 0.10 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 12. 0.10 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 13. 0.10 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 14. 0.10 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 15. 0.10 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 16. 0.10 0.00 0.075 5. 0.00
0.000 0.00000
ENDATA6 0. 0.00 0.00 0.000 0. 0.00
0.000 0.00000
$$$ DATA TYPE 6A (NITROGEN AND PHOSPHORUS CONSTANTS) $$$
CARD TYPE REACH CKNH2 SETNH2 CKNH3 SNH3 CKNO2
CKPORG SETPORG SP04
Page 5

WLAScen6a.out
N AND P COEF 1. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 2. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 3. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 4. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 5. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 6. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 7. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 8. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 9. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 10. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 11. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 12. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 13. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 14. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 15. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 16. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
ENDATA6A 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 6B (ALGAE/OTHER COEFFICIENTS) $$$
CARD TYPE REACH ALPHAO ALGSET EXCOEF CK5 CKANC
SETANC SRCANC
CKCOLI
ALG/OTHER COEF 1. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 2. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 3. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 4. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 5. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 6. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 7. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 8. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 9. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 10. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 11. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 12. 50.00 0.00 0.01 0.00 0.00
Page 6

WLAScen6a.out
0.00 0.00
ALG/OTHER COEF 13. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 14. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 15. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 16. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ENDATA6b 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
$$$ DATA TYPE 7 (INITIAL CONDITIONS) $$$
CARD TYPE REACH TEMP D.O. BOD CM-1 CM-2
CM-3 ANC COLI
INITIAL COND-1 1. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 2. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 3. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 4. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 5. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 6. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 7. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 8. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 9. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 10. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 11. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 12. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 13. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 14. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 15. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 16. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
ENDATA7 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 7A (INITIAL CONDITIONS FOR CHOROPHYLL A, NITROGEN, AND
PHOSPHORUS) $$$
CARD TYPE REACH CHL-A ORG-N NH3-N NO2-N NO3-N
ORG-P DIS-P
INITIAL COND-2 1. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 2. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 3. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 4. 0.00 0.33 0.10 0.01 0.13
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0.00 0.00
INITIAL COND-2 5. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 6. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 7. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 8. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 9. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 10. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 11. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 12. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 13. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 14. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 15. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
INITIAL COND-2 16. 0.00 0.33 0.10 0.01 0.13
0.00 0.00
ENDATA7A 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
$$$ DATA TYPE 8 (INCREMENTAL INFLOW CONDITIONS) $$$
CARD TYPE REACH FLOW TEMP D.O. BOD CM-1
CM-2 CM-3 ANC COLI
INCR FLOW-1 R 1. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 2. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 3. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 4. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 5. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 6. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 7. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 8. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 9. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 10. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 11. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 12. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 13. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 14. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 15. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 16. 0.000 0.00 0.00 0.00 0.00
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0.00 0.00 0.00 0.00
ENDATA8 0. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
$$$ DATA TYPE 8A (INCREMENTAL INFLOW CONDITIONS FOR CHLOROPHYLL A,
NITROGEN, AND PHOSPHORUS) $$$
CARD TYPE REACH CHL-A ORG-N NH3-N NO2-N NO3-N
ORG-P DIS-P
INCR FLOW-2 R 1. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 2. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 3. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 4. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 5. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 6. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 7. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 8. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 9. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 10. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 11. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 12. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 13. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 14. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 15. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 16. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
ENDATA8A 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
TRIB
0.
$$$ DATA TYPE 9 (STREAM JUNCTIONS) $$$
CARD TYPE JUNCTION ORDER AND IDENT UPSTRM JUNCTION
ENDATA9 0. 0. 0.
$$$ DATA TYPE 10 (HEADWATER SOURCES) $$$
CARD TYPE HDWTR NAME
CM-1 CM-2 CM-3
ORDER
HEADWTR-1 1. Rich Fork Creek
0.00 0.00 0.00
ENDATA10 0.
0.00 0.00 0.00
FLOW TEMP D.O. BOD
1.90 75.70
0.00 0.00
8.20 2.00
0.00 0.00
$$$ DATA TYPE 10A (HEADWATER CONDITIONS FOR CHLOROPHYLL, NITROGEN,
PHOSPHORUS,
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COLIFORM AND SELECTED NON -CONSERVATIVE CONSTITUENT) $$$
CARD TYPE HDWTR ANC COLI CHL-A ORG-N NH3-N NO2-N
NO3-N ORG-P DIS-P
ORDER
HEADWTR-2 1. 0.00 0.00E+00 0.00 0.33 0.07 0.01
0.13 0.00 0.00
ENDATA10A 0. 0.00 0.00E+00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 11 (POINT SOURCE / POINT SOURCE CHARACTERISTICS) $$$
POINT
CARD TYPE LOAD NAME EFF FLOW TEMP D.O.
BOD CM-1 CM-2 CM-3
ORDER
POINTLD-1 1. Westside WW 0.00 12.69 60.00 7.00
24.70 0.00 0.00 0.00
POINTLD-1 2. Kennedy Mil 0.00 0.70 56.50 8.20
2.00 0.00 0.00 0.00
POINTLD-1 3. Hunts Fork 0.00 1.18 56.50 8.20
2.00 0.00 0.00 0.00
POINTLD-1 4. Hamby Creek 0.00 2.97 56.50 8.20
2.00 0.00 0.00 0.00
ENDATA11 0. 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
$$$ DATA TYPE 11A (POINT SOURCE CHARACTERISTICS - CHLOROPHYLL A, NITROGEN,
PHOSPHORUS,
COLIFORMS AND SELECTED NON -CONSERVATIVE CONSTITUENT)
$$$
POINT
CARD TYPE LOAD ANC COLI CHL-A ORG-N NH3-N NO2-N
NO3-N ORG-P DIS-P
ORDER
POINTLD-2 1. 0.00 0.00E+00 0.00 3.00 1.80 0.02
12.89 0.00 0.00
POINTLD-2 2. 0.00 0.00E+00 0.00 0.33 0.07 0.01
0.13 0.00 0.00
POINTLD-2 3. 0.00 0.00E+00 0.00 0.33 0.07 0.01
0.13 0.00 0.00
POINTLD-2 4. 0.00 0.00E+00 0.00 0.33 0.07 0.01
0.13 0.00 0.00
ENDATAllA 0. 0.00 0.00E+00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 12 (DAM CHARACTERISTICS) $$$
DAM RCH ELE ADAM BDAM FDAM HDAM
ENDATA12 0. 0. 0. 0.00 0.00 0.00 0.00
$$$ DATA TYPE 13 (DOWNSTREAM BOUNDARY CONDITIONS-1) $$$
CARD TYPE
CM-3 ANC COLI
TEMP
D.O. BOD CM-1 CM-2
ENDATA13 DOWNSTREAM BOUNDARY CONCENTRATIONS ARE
UNCONSTRAINED
$$$ DATA TYPE 13A (DOWNSTREAM BOUNDARY CONDITIONS-2) $$$
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CARD TYPE CHL-A ORG-N NH3-N NO2-N NH3-N
ORG-P DIS-P
ENDATA13A DOWNSTREAM BOUNDARY CONCENTRATIONS ARE
UNCONSTRAINED
BIOCHEMICAL OXYGEN DEMAND
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 2.00 21.73 21.71
2 20.72 20.57
3 20.46 20.38 20.30
4 20.24 20.18 20.12 20.06 20.00 19.94 19.88 19.83
5 19.80 19.78 19.76 19.74 19.72
6 19.70 19.68 19.67 19.65 19.63
7 19.61 19.59 19.57 19.55 19.53 19.51 19.49
8 19.45 19.41
9 19.38 19.36 19.35 19.33 19.32 19.31 19.29 19.28 19.26 19.25
10 19.22
11 19.19 19.18 19.17 19.15 17.91 17.90 17.89 17.88 17.87 17.86 17.84 17.83 17.82
17.81 17.80
12 17.79 17.78 17.76 17.75 17.74 17.73 17.72 17.71
13 17.70 17.69 17.67 17.66 17.65 17.64 17.63 17.62 17.61 17.59 17.58
14 17.57 17.56 17.55 17.54 17.53 17.52 17.50 17.49 17.48 17.47 17.46 17.45 17.44
17.43 17.41 17.40 17.39
15 17.38 17.37 17.36 17.35 17.34 17.33 17.31 17.30 17.29 17.28 17.27
16 17.26 17.25 17.24 17.23 17.22 17.20 17.19 14.86 14.85 14.84 14.83 14.82 14.82
14.81 14.80 14.79 14.78
ORGANIC NITROGEN AS N IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.33 2.65 2.65
2 2.54 2.52
3 2.51 2.50 2.50
4 2.49 2.48 2.47 2.47 2.46 2.45 2.44 2.43
5 2.43 2.42 2.42 2.42 2.41
6 2.41 2.41 2.40 2.40 2.39
7 2.39 2.38 2.38 2.37 2.37 2.36 2.36
8 2.35 2.34
9 2.33 2.32 2.32 2.32 2.31 2.31 2.31 2.30 2.30 2.30
10 2.29
11 2.28 2.28 2.27 2.27 2.13 2.13 2.12 2.12 2.12 2.11 2.11 2.11 2.11
2.10 2.10
12 2.10 2.09 2.09 2.09 2.09 2.08 2.08 2.08
13 2.07 2.07 2.07 2.07 2.06 2.06 2.06 2.05 2.05 2.05 2.05
14 2.04 2.04 2.04 2.03 2.03 2.03 2.03 2.02 2.02 2.02 2.02 2.01 2.01
2.01 2.00 2.00 2.00
15 2.00 1.99 1.99 1.99 1.98 1.98 1.98 1.98 1.97 1.97 1.97
16 1.97 1.96 1.96 1.96 1.95 1.95 1.95 1.70 1.70 1.70 1.69 1.69 1.69
1.69 1.68 1.68 1.68
AMMONIA AS N IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.07 1.57 1.57
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2 1.51 1.51
3 1.51 1.51 1.51
4 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51
5 1.51 1.51 1.51 1.51 1.51
6 1.51 1.51 1.51 1.51 1.51
7 1.51 1.51 1.51 1.51 1.51 1.51 1.51
8 1.51 1.51
9 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51
10 1.51
11 1.50 1.50 1.50 1.50 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40
1.40 1.40
12 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40
13 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40
14 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40
1.40 1.40 1.40 1.40
15 1.40 1.40 1.40 1.40 1.40 1.40 1.39 1.39 1.39 1.39 1.39
16 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.19 1.19 1.19 1.19 1.19 1.19
1.19 1.19 1.19 1.19
NITRITE AS N IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.01 0.02 0.02
2 0.02 0.03
3 0.03 0.04 0.04
4 0.04 0.05 0.05 0.05 0.06 0.06 0.06 0.06
5 0.07 0.07 0.07 0.07 0.07
6 0.07 0.08 0.08 0.08 0.08
7 0.08 0.08 0.09 0.09 0.09 0.09 0.09
8 0.10 0.10
9 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.12 0.12 0.12
10 0.12
11 0.12 0.12 0.13 0.13 0.12 0.12 0.12 0.12 0.12 0.12 0.13 0.13 0.13
0.13 0.13
12 0.13 0.13 0.13 0.13 0.14 0.14 0.14 0.14
13 0.14 0.14 0.14 0.14 0.14 0.14 0.15 0.15 0.15 0.15 0.15
14 0.15 0.15 0.15 0.15 0.15 0.15 0.16 0.16 0.16 0.16 0.16 0.16 0.16
0.16 0.16 0.16 0.16
15 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17
16 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.16 0.16 0.16 0.16 0.16 0.16
0.16 0.16 0.16 0.16
NITRATE AS N IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.13 11.23 11.23
2 10.72 10.72
3 10.72 10.72 10.72
4 10.72 10.72 10.72 10.72 10.72 10.72 10.72 10.72
5 10.73 10.73 10.73 10.73 10.73
6 10.73 10.73 10.73 10.73 10.73
7 10.73 10.73 10.73 10.73 10.73 10.73 10.73
8 10.73 10.73
9 10.73 10.73 10.73 10.73 10.74 10.74 10.74 10.74 10.74 10.74
10 10.74
11 10.74 10.74 10.74 10.74 9.98 9.98 9.98 9.98 9.98 9.98 9.98 9.98 9.98
9.98 9.98
12 9.99 9.99 9.99 9.99 9.99 9.99 9.99 9.99
13 9.99 9.99 9.99 9.99 9.99 9.99 9.99 9.99 9.99 9.99 9.99
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14 9.99 9.99 9.99 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00
10.00 10.00 10.00 10.00
15 10.00 10.00 10.00 10.00 10.00 10.01 10.01 10.01 10.01 10.01 10.01
16 10.01 10.01 10.01 10.01 10.01 10.01 10.01 8.50 8.50 8.50 8.50 8.50 8.51
8.51 8.51 8.51 8.51
DISSOLVED OXYGEN IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 8.19 7.15 7.16
2 7.20 7.02
3 6.88 6.77 6.66
4 6.58 6.49 6.41 6.33 6.25 6.17 6.09 6.02
5 6.01 6.01 6.02 6.02 6.02
6 6.03 6.04 6.04 6.05 6.05
7 6.05 6.03 6.01 5.99 5.97 5.95 5.93
8 5.89 5.84
9 5.85 5.87 5.89 5.91 5.92 5.94 5.96 5.98 5.99 6.01
10 6.02
11 6.05 6.09 6.12 6.16 6.33 6.36 6.40 6.43 6.46 6.49 6.52 6.55 6.57
6.60 6.63
12 6.66 6.68 6.71 6.74 6.76 6.79 6.81 6.84
13 6.86 6.88 6.91 6.93 6.95 6.97 6.99 7.02 7.04 7.06 7.08
14 7.10 7.12 7.14 7.16 7.18 7.19 7.21 7.23 7.25 7.27 7.28 7.30 7.32
7.33 7.35 7.36 7.38
15 7.40 7.41 7.43 7.44 7.45 7.47 7.48 7.50 7.51 7.52 7.54
16 7.55 7.56 7.57 7.59 7.60 7.61 7.62 7.72 7.73 7.75 7.76 7.77 7.78
7.79 7.80 7.81 7.83
DISSOLVED OXYGEN IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 8.19 7.15 7.16
2 7.20 7.02
3 6.88 6.77 6.66
4 6.58 6.49 6.41 6.33 6.25 6.17 6.09 6.02
5 6.01 6.01 6.02 6.02 6.02
6 6.03 6.04 6.04 6.05 6.05
7 6.05 6.03 6.01 5.99 5.97 5.95 5.93
8 5.89 5.84
9 5.85 5.87 5.89 5.91 5.92 5.94 5.96 5.98 5.99 6.01
10 6.02
11 6.05 6.09 6.12 6.16 6.33 6.36 6.40 6.43 6.46 6.49 6.52 6.55 6.57
6.60 6.63
12 6.66 6.68 6.71 6.74 6.76 6.79 6.81 6.84
13 6.86 6.88 6.91 6.93 6.95 6.97 6.99 7.02 7.04 7.06 7.08
14 7.10 7.12 7.14 7.16 7.18 7.19 7.21 7.23 7.25 7.27 7.28 7.30 7.32
7.33 7.35 7.36 7.38
15 7.40 7.41 7.43 7.44 7.45 7.47 7.48 7.50 7.51 7.52 7.54
16 7.55 7.56 7.57 7.59 7.60 7.61 7.62 7.72 7.73 7.75 7.76 7.77 7.78
7.79 7.80 7.81 7.83
BIOCHEMICAL OXYGEN DEMAND
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 2.00 21.73 21.71
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2 20.72 20.57
3 20.46 20.38 20.30
4 20.24 20.18 20.12 20.06 20.00 19.94 19.88 19.83
5 19.80 19.78 19.76 19.74 19.72
6 19.70 19.68 19.67 19.65 19.63
7 19.61 19.59 19.57 19.55 19.53 19.51 19.49
8 19.45 19.41
9 19.38 19.36 19.35 19.33 19.32 19.31 19.29 19.28 19.26 19.25
10 19.22
11 19.19 19.18 19.17 19.15 17.91 17.90 17.89 17.88 17.87 17.86 17.84 17.83 17.82
17.81 17.80
12 17.79 17.78 17.76 17.75 17.74 17.73 17.72 17.71
13 17.70 17.69 17.67 17.66 17.65 17.64 17.63 17.62 17.61 17.59 17.58
14 17.57 17.56 17.55 17.54 17.53 17.52 17.50 17.49 17.48 17.47 17.46 17.45 17.44
17.43 17.41 17.40 17.39
15 17.38 17.37 17.36 17.35 17.34 17.33 17.31 17.30 17.29 17.28 17.27
16 17.26 17.25 17.24 17.23 17.22 17.20 17.19 14.86 14.85 14.84 14.83 14.82 14.82
14.81 14.80 14.79 14.78
ORGANIC NITROGEN AS N IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.33 2.65 2.65
2 2.54 2.52
3 2.51 2.50 2.50
4 2.49 2.48 2.47 2.47 2.46 2.45 2.44 2.43
5 2.43 2.42 2.42 2.42 2.41
6 2.41 2.41 2.40 2.40 2.39
7 2.39 2.38 2.38 2.37 2.37 2.36 2.36
8 2.35 2.34
9 2.33 2.32 2.32 2.32 2.31 2.31 2.31 2.30 2.30 2.30
10 2.29
11 2.28 2.28 2.27 2.27 2.13 2.13 2.12 2.12 2.12 2.11 2.11 2.11 2.11
2.10 2.10
12 2.10 2.09 2.09 2.09 2.09 2.08 2.08 2.08
13 2.07 2.07 2.07 2.07 2.06 2.06 2.06 2.05 2.05 2.05 2.05
14 2.04 2.04 2.04 2.03 2.03 2.03 2.03 2.02 2.02 2.02 2.02 2.01 2.01
2.01 2.00 2.00 2.00
15 2.00 1.99 1.99 1.99 1.98 1.98 1.98 1.98 1.97 1.97 1.97
16 1.97 1.96 1.96 1.96 1.95 1.95 1.95 1.70 1.70 1.70 1.69 1.69 1.69
1.69 1.68 1.68 1.68
AMMONIA AS N IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.07 1.57 1.57
2 1.51 1.51
3 1.51 1.51 1.51
4 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51
5 1.51 1.51 1.51 1.51 1.51
6 1.51 1.51 1.51 1.51 1.51
7 1.51 1.51 1.51 1.51 1.51 1.51 1.51
8 1.51 1.51
9 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51 1.51
10 1.51
11 1.50 1.50 1.50 1.50 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40
1.40 1.40
12 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40
13 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40
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14 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40 1.40
1.40 1.40 1.40 1.40
15 1.40 1.40 1.40 1.40 1.40 1.40 1.39 1.39 1.39 1.39 1.39
16 1.39 1.39 1.39 1.39 1.39 1.39 1.39 1.19 1.19 1.19 1.19 1.19 1.19
1.19 1.19 1.19 1.19
NITRITE AS N IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.01 0.02 0.02
2 0.02 0.03
3 0.03 0.04 0.04
4 0.04 0.05 0.05 0.05 0.06 0.06 0.06 0.06
5 0.07 0.07 0.07 0.07 0.07
6 0.07 0.08 0.08 0.08 0.08
7 0.08 0.08 0.09 0.09 0.09 0.09 0.09
8 0.10 0.10
9 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.12 0.12 0.12
10 0.12
11 0.12 0.12 0.13 0.13 0.12 0.12 0.12 0.12 0.12 0.12 0.13 0.13 0.13
0.13 0.13
12 0.13 0.13 0.13 0.13 0.14 0.14 0.14 0.14
13 0.14 0.14 0.14 0.14 0.14 0.14 0.15 0.15 0.15 0.15 0.15
14 0.15 0.15 0.15 0.15 0.15 0.15 0.16 0.16 0.16 0.16 0.16 0.16 0.16
0.16 0.16 0.16 0.16
15 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17
16 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.16 0.16 0.16 0.16 0.16 0.16
0.16 0.16 0.16 0.16
NITRATE AS N IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.13 11.23 11.23
2 10.72 10.72
3 10.72 10.72 10.72
4 10.72 10.72 10.72 10.72 10.72 10.72 10.72 10.72
5 10.73 10.73 10.73 10.73 10.73
6 10.73 10.73 10.73 10.73 10.73
7 10.73 10.73 10.73 10.73 10.73 10.73 10.73
8 10.73 10.73
9 10.73 10.73 10.73 10.73 10.74 10.74 10.74 10.74 10.74 10.74
10 10.74
11 10.74 10.74 10.74 10.74 9.98 9.98 9.98 9.98 9.98 9.98 9.98 9.98 9.98
9.98 9.98
12 9.99 9.99 9.99 9.99 9.99 9.99 9.99 9.99
13 9.99 9.99 9.99 9.99 9.99 9.99 9.99 9.99 9.99 9.99 9.99
14 9.99 9.99 9.99 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00
10.00 10.00 10.00 10.00
15 10.00 10.00 10.00 10.00 10.00 10.01 10.01 10.01 10.01 10.01 10.01
16 10.01 10.01 10.01 10.01 10.01 10.01 10.01 8.50 8.50 8.50 8.50 8.50 8.51
8.51 8.51 8.51 8.51
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 1
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
s,s,*** STEADY STATE SIMULATION *****
Page 15

WLAScen6a.out
HYDRAULICS SUMMARY ;;•
ELE RCH ELE BEGIN END POINT INCR TRVL
BOTTOM X-SECT DSPRSN
ORD NUM NUM LOC LOC FLOW SRCE FLOW VEL TIME DEPTH
WIDTH VOLUME AREA AREA COEF
MILE MILE CFS CFS CFS FPS DAY FT
FT K-FT-3 K-FT-2 FT-2 FT-2/S
1 1 1 12.50 12.40 1.90 0.00 0.00
1.216 0.71 1.80 1.34 0.00
2 1 2 12.40 12.30 14.59 12.69 0.00
9.341 5.43 6.09 10.27 0.00
3 1 3 12.30 12.20 14.59 0.00 0.00
9.341 5.43 6.09 10.27 0.00
1.420
1.420
1.420
0.004
0.004
0.004
1.100
1.100
1.100
4 2 1 12.20 12.10 15.29 0.70 0.00 0.190 0.032 3.980
20.220 42.49 14.88 80.47 0.00
5 2 2 12.10 12.00 15.29 0.00 0.00 0.190 0.032 3.980
20.220 42.49 14.88 80.47 0.00
6 3 1 12.00 11.90 15.29 0.00 0.00
28.510 26.04 16.88 49.32 0.00
7 3 2 11.90 11.80 15.29 0.00 0.00
28.510 26.04 16.88 49.32 0.00
8 3 3 11.80 11.70 15.29 0.00 0.00
28.510 26.04 16.88 49.32 0.00
9 4 1 11.70 11.60 15.29 0.00 0.00
25.823 26.04 15.65 49.32 0.00
10 4 2 11.60 11.50 15.29 0.00 0.00
25.823 26.04 15.65 49.32 0.00
11 4 3 11.50 11.40 15.29 0.00 0.00
25.823 26.04 15.65 49.32 0.00
12 4 4 11.40 11.30 15.29 0.00 0.00
25.823 26.04 15.65 49.32 0.00
13 4 5 11.30 11.20 15.29 0.00 0.00
25.823 26.04 15.65 49.32 0.00
14 4 6 11.20 11.10 15.29 0.00 0.00
25.823 26.04 15.65 49.32 0.00
15 4 7 11.10 11.00 15.29 0.00 0.00
25.823 26.04 15.65 49.32 0.00
16 4 8 11.00 10.90 15.29 0.00 0.00
25.823 26.04 15.65 49.32 0.00
17 5 1 10.90 10.80 15.29 0.00 0.00
19.262 12.81 11.50 24.27 0.00
18 5 2 10.80 10.70 15.29 0.00 0.00
19.262 12.81 11.50 24.27 0.00
19 5 3 10.70 10.60 15.29 0.00 0.00
19.262 12.81 11.50 24.27 0.00
20 5 4 10.60 10.50 15.29 0.00 0.00
19.262 12.81 11.50 24.27 0.00
21 5 5 10.50 10.40 15.29 0.00 0.00
19.262 12.81 11.50 24.27 0.00
0.310
0.310
0.310
0.310
0.310
0.310
0.310
0.310
0.310
0.310
0.310
0.630
0.630
0.630
0.630
0.630
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.020
0.010
0.010
0.010
0.010
0.010
1.730
1.730
1.730
1.910
1.910
1.910
1.910
1.910
1.910
1.910
1.910
1.260
1.260
1.260
1.260
1.260
22 6 1 10.40 10.30 15.29 0.00 0.00 0.610 0.010 1.210
Page 16

WLAScen6a.out
20.715 13.23 12.22 25.07 0.00
23 6 2 10.30 10.20 15.29 0.00 0.00
20.715 13.23 12.22 25.07 0.00
24 6 3 10.20 10.10 15.29 0.00 0.00
20.715 13.23 12.22 25.07 0.00
25 6 4 10.10 10.00 15.29 0.00 0.00
20.715 13.23 12.22 25.07 0.00
26 6 5 10.00 9.90 15.29 0.00 0.00
20.715 13.23 12.22 25.07 0.00
27 7 1 9.90 9.80 15.29 0.00 0.00
17.603 18.77 11.43 35.56 0.00
28 7 2 9.80 9.70 15.29 0.00 0.00
17.603 18.77 11.43 35.56 0.00
29 7 3 9.70 9.60 15.29 0.00 0.00
17.603 18.77 11.43 35.56 0.00
30 7 4 9.60 9.50 15.29 0.00 0.00
17.603 18.77 11.43 35.56 0.00
31 7 5 9.50 9.40 15.29 0.00 0.00
17.603 18.77 11.43 35.56 0.00
32 7 6 9.40 9.30 15.29 0.00 0.00
17.603 18.77 11.43 35.56 0.00
33 7 7 9.30 9.20 15.29 0.00 0.00
17.603 18.77 11.43 35.56 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 2
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
ELE RCH ELE BEGIN END
BOTTOM
ORD NUM NUM LOC LOC
WIDTH VOLUME AREA
MILE MILE
FT K-FT-3 K-FT-2
POINT INCR
X-SECT DSPRSN
FLOW SRCE FLOW
AREA COEF
CFS CFS CFS
FT-2 FT-2/S
34 8 1 9.20 9.10 15.29 0.00
20.220 42.49 14.88 80.47
35 8 2 9.10 9.00 15.29 0.00
20.220 42.49 14.88 80.47
36 9 1 9.00 8.90 15.29
19.262 12.81 11.50
37 9 2 8.90 8.80 15.29
19.262 12.81 11.50
38 9 3 8.80 8.70 15.29
19.262 12.81 11.50
39 9 4 8.70 8.60 15.29
19.262 12.81 11.50
40 9 5 8.60 8.50 15.29
19.262 12.81 11.50
41 9 6 8.50 8.40 15.29
19.262 12.81 11.50
42 9 7 8.40 8.30 15.29
19.262 12.81 11.50
0.00
24.27
0.00
24.27
0.00
24.27
0.00
24.27
0.00
24.27
0.00
24.27
0.00
24.27
Page 17
0.610 0.010
0.610 0.010
0.610 0.010
0.610 0.010
0.430
0.430
0.430
0.430
0.430
0.430
0.430
0.014
0.014
0.014
0.014
0.014
0.014
0.014
1.210
1.210
1.210
1.210
2.020
2.020
2.020
2.020
2.020
2.020
2.020
s,s,*** STEADY STATE SIMULATION *****
** HYDRAULICS SUMMARY **
TRVL
VEL TIME DEPTH
FPS DAY
FT
0.00 0.190 0.032 3.980
0.00
0.00 0.190 0.032 3.980
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.630
0.630
0.630
0.630
0.630
0.630
0.630
0.010
0.010
0.010
0.010
0.010
0.010
0.010
1.260
1.260
1.260
1.260
1.260
1.260
1.260

43 9 8 8.30
19.262 12.81
44 9 9 8.20
19.262 12.81
45 9 10 8.10
19.262 12.81
46 10 1 8.00
20.220 42.49
47 11 1 7.90
20.908 11.37
48 11 2 7.80
20.908 11.37
49 11 3 7.70
20.908 11.37
50 11 4 7.60
20.908 11.37
51 11 5 7.50
22.522 12.25
52 11 6 7.40
22.522 12.25
53 11 7 7.30
22.522 12.25
54 11 8 7.20
22.522 12.25
55 11 9 7.10
22.522 12.25
56 11 10 7.00
22.522 12.25
57 11 11 6.90
22.522 12.25
58 11 12 6.80
22.522 12.25
59 11 13 6.70
22.522 12.25
60 11 14 6.60
22.522 12.25
61 11 15 6.50
22.522 12.25
62 12 1 6.40
22.522 12.25
63 12 2 6.30
22.522 12.25
64 12 3 6.20
22.522 12.25
65 12 4 6.10
22.522 12.25
66 12 5 6.00
22.522 12.25
67 12 6 5.90
22.522 12.25
68 12 7 5.80
22.522 12.25
69 12 8 5.70
22.522 12.25
WLAScen6a.out
8.20 15.29 0.00 0.00 0.630 0.010 1.260
11.50 24.27 0.00
8.10 15.29 0.00 0.00 0.630 0.010 1.260
11.50 24.27 0.00
8.00 15.29 0.00 0.00 0.630 0.010 1.260
11.50 24.27 0.00
7.90 15.29 0.00 0.00 0.190 0.032 3.980
14.88 80.47 0.00
7.80 15.29
12.13
7.70 15.29
12.13
7.60 15.29
12.13
7.50 15.29
12.13
7.40 16.47
12.98
7.30 16.47
12.98
7.20 16.47
12.98
7.10 16.47
12.98
7.00 16.47
12.98
6.90 16.47
12.98
6.80 16.47
12.98
6.70 16.47
12.98
6.60 16.47
12.98
6.50 16.47
12.98
6.40 16.47
12.98
6.30 16.47
12.98
6.20 16.47
12.98
6.10 16.47
12.98
6.00 16.47
12.98
5.90 16.47
12.98
5.80 16.47
12.98
5.70 16.47
12.98
5.60 16.47
12.98
0.00 0.00
21.54 0.00
0.00 0.00
21.54 0.00
0.00 0.00
21.54 0.00
0.00 0.00
21.54 0.00
1.18 0.00
23.20 0.00
0.00 0.00
23.20 0.00
0.00 0.00
23.20 0.00
0.00 0.00
23.20 0.00
0.00 0.00
23.20 0.00
0.00 0.00
23.20 0.00
0.00 0.00
23.20 0.00
0.00 0.00
23.20 0.00
0.00 0.00
23.20 0.00
0.00 0.00
23.20 0.00
0.00 0.00
23.20 0.00
0.00 0.00
23.20 0.00
0.00 0.00
23.20 0.00
0.00 0.00
23.20 0.00
0.00 0.00
23.20 0.00
0.00 0.00
23.20 0.00
0.00 0.00
23.20 0.00
0.00 0.00
23.20 0.00
0.00 0.00
23.20 0.00
Page 18
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030

WLAScen6a.out
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 3
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
ELE RCH ELE BEGIN END
BOTTOM
ORD NUM NUM LOC LOC
WIDTH VOLUME AREA
MILE MILE
FT K-FT-3 K-FT-2
70 13 1 5.60
22.522 12.25
71 13 2 5.50
22.522 12.25
72 13 3 5.40
22.522 12.25
73 13 4 5.30
22.522 12.25
74 13 5 5.20
22.522 12.25
75 13 6 5.10
22.522 12.25
76 13 7 5.00
22.522 12.25
77 13 8 4.90
22.522 12.25
78 13 9 4.80
22.522 12.25
79 13 10 4.70
22.522 12.25
80 13 11 4.60
22.522 12.25
81 14 1 4.50
22.522 12.25
82 14 2 4.40
22.522 12.25
83 14 3 4.30
22.522 12.25
84 14 4 4.20
22.522 12.25
85 14 5 4.10
22.522 12.25
86 14 6 4.00
22.522 12.25
87 14 7 3.90
22.522 12.25
88 14 8 3.80
22.522 12.25
89 14 9 3.70
22.522 12.25
90 14 10 3.60
22.522 12.25
91 14 11 3.50
22.522 12.25
92 14 12 3.40
22.522 12.25
POINT INCR
X-SECT DSPRSN
FLOW SRCE FLOW
AREA COEF
CFS CFS CFS
FT-2 FT-2/S
5.50 16.47
12.98
5.40 16.47
12.98
5.30 16.47
12.98
5.20 16.47
12.98
5.10 16.47
12.98
5.00 16.47
12.98
4.90 16.47
12.98
4.80 16.47
12.98
4.70 16.47
12.98
4.60 16.47
12.98
4.50 16.47
12.98
4.40 16.47
12.98
4.30 16.47
12.98
4.20 16.47
12.98
4.10 16.47
12.98
4.00 16.47
12.98
3.90 16.47
12.98
3.80 16.47
12.98
3.70 16.47
12.98
3.60 16.47
12.98
3.50 16.47
12.98
3.40 16.47
12.98
3.30 16.47
12.98
0.00
23.20
0.00
23.20
0.00
23.20
0.00
23.20
0.00
23.20
0.00
23.20
0.00
23.20
0.00
23.20
0.00
23.20
0.00
23.20
0.00
23.20
0.00
23.20
0.00
23.20
0.00
23.20
0.00
23.20
0.00
23.20
0.00
23.20
0.00
23.20
0.00
23.20
0.00
23.20
0.00
23.20
0.00
23.20
0.00
23.20
Page 19
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
s,s,*** STEADY STATE SIMULATION *****
** HYDRAULICS SUMMARY **
TRVL
VEL TIME DEPTH
FPS DAY FT
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030

ORD NUM
WIDTH
93 14
22.522
94 14
22.522
95 14
22.522
96 14
22.522
97 14
22.522
13
14
15
16
17
3.30
12.25
3.20
12.25
3.10
12.25
3.00
12.25
2.90
12.25
98 15 1 2.80
22.522 12.25
99 15 2 2.70
22.522 12.25
100 15 3 2.60
22.522 12.25
101 15 4 2.50
22.522 12.25
102 15 5 2.40
22.522 12.25
103 15 6 2.30
22.522 12.25
104 15 7 2.20
22.522 12.25
105 15 8 2.10
22.522 12.25
106 15 9 2.00
22.522 12.25
107 15 10 1.90
22.522 12.25
108 15 11 1.80
22.522 12.25
109 16
22.522
WLAScen6a.out
3.20 16.47 0.00 0.00
12.98 23.20 0.00
3.10 16.47 0.00 0.00
12.98 23.20 0.00
3.00 16.47 0.00 0.00
12.98 23.20 0.00
2.90 16.47 0.00 0.00
12.98 23.20 0.00
2.80 16.47 0.00 0.00
12.98 23.20 0.00
2.70 16.47 0.00
12.98 23.20
2.60 16.47 0.00
12.98 23.20
2.50 16.47 0.00
12.98 23.20
2.40 16.47 0.00
12.98 23.20
2.30 16.47 0.00
12.98 23.20
2.20 16.47 0.00
12.98 23.20
2.10 16.47 0.00
12.98 23.20
2.00 16.47 0.00
12.98 23.20
1.90 16.47 0.00
12.98 23.20
1.80 16.47 0.00
12.98 23.20
1.70 16.47 0.00
12.98 23.20
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1 1.70 1.60 16.47 0.00 0.00 0.710 0.009 1.030
12.25 12.98 23.20 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 4
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
ELE RCH ELE BEGIN END
BOTTOM
NUM LOC LOC
VOLUME AREA
MILE MILE
FT K-FT-3 K-FT-2
110 16
22.522
111 16
22.522
112 16
22.522
113 16
22.522
114 16
POINT INCR
X-SECT DSPRSN
FLOW SRCE FLOW
AREA COEF
CFS CFS CFS
FT-2 FT-2/S
2 1.60 1.50 16.47 0.00 0.00
12.25 12.98 23.20 0.00
3 1.50 1.40 16.47 0.00 0.00
12.25 12.98 23.20 0.00
4 1.40 1.30 16.47 0.00 0.00
12.25 12.98 23.20 0.00
5 1.30 1.20 16.47 0.00 0.00
12.25 12.98 23.20 0.00
6 1.20 1.10 16.47 0.00 0.00
Page 20
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
HYDRAULICS SUMMARY ;;•
TRVL
VEL TIME DEPTH
FPS DAY
0.710
0.710
0.710
0.710
0.710
0.009
0.009
0.009
0.009
0.009
FT
1.030
1.030
1.030
1.030
1.030

22.522 12.25
115 16 7 1.10
22.522 12.25
116 16 8 1.00
26.583 14.46
117 16 9 0.90
26.583 14.46
118 16 10 0.80
26.583 14.46
119 16 11 0.70
26.583 14.46
120 16 12 0.60
26.583 14.46
121 16 13 0.50
26.583 14.46
122 16 14 0.40
26.583 14.46
123 16 15 0.30
26.583 14.46
124 16 16 0.20
26.583 14.46
125 16 17 0.10
26.583 14.46
WLAScen6a.out
12.98 23.20 0.00
1.00 16.47 0.00 0.00
12.98 23.20 0.00
0.90 19.44 2.97 0.00
15.12 27.38 0.00
0.80 19.44 0.00 0.00
15.12 27.38 0.00
0.70 19.44 0.00 0.00
15.12 27.38 0.00
0.60 19.44 0.00 0.00
15.12 27.38 0.00
0.50 19.44 0.00 0.00
15.12 27.38 0.00
0.40 19.44 0.00 0.00
15.12 27.38 0.00
0.30 19.44 0.00 0.00
15.12 27.38 0.00
0.20 19.44 0.00 0.00
15.12 27.38 0.00
0.10 19.44 0.00 0.00
15.12 27.38 0.00
0.00 19.44 0.00 0.00
15.12 27.38 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 5
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
RCH ELE DO K2 OXYGN BOD BOD SOD
ORGP ORGP DISP COLI ANC ANC ANC
NUM NUM SAT OPT REAIR DECAY SETT RATE
DECAY SETT SRCE DECAY DECAY SETT SRCE
MG/L 1/DAY 1/DAY 1/DAY G/F2D
1/DAY 1/DAY MG/F2D 1/DAY 1/DAY 1/DAY MG/F2D
1 1 10.39 5
0.00 0.00 0.00
1 2 10.39 5
0.00 0.00 0.00
1 3 10.39 5
0.00 0.00 0.00
3.85
0.00
3.85
0.00
3.85
0.00
2 1 10.39 1 2.06
0.00 0.00 0.00 0.00
2 2 10.39 1 0.27
0.00 0.00 0.00 0.00
3 1 10.39 5
0.00 0.00 0.00
3 2 10.39 5
0.00 0.00 0.00
3 3 10.39 5
0.00 0.00 0.00
0.34
0.00
0.40
0.00
0.40
0.00
0.24
0.00
0.24
0.00
0.24
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
s,s,*** STEADY STATE SIMULATION *****
** REACTION COEFFICIENT SUMMARY **
ORGN
DECAY
1/DAY
0.07
0.07
0.07
ORGN
SETT
1/DAY
0.09
0.09
0.09
NH3
DECAY
1/DAY
0.12
0.12
0.12
NH3
SRCE
MG/F2D
0.00
0.00
0.00
NO2
DECAY
1/DAY
0.37
0.37
0.37
0.22 0.00 0.10 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00
0.22 0.00 0.10 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00
0.21
0.00
0.21
0.00
0.21
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.10
0.00
0.10
0.00
0.10
0.00
Page 21
0.07
0.07
0.07
0.09
0.09
0.09
0.12
0.12
0.12
0.00
0.00
0.00
0.37
0.37
0.37

4 1 10.39 5
0.00 0.00 0.00
4 2 10.39 5
0.00 0.00 0.00
4 3 10.39 5
0.00 0.00 0.00
4 4 10.39 5
0.00 0.00 0.00
4 5 10.39 5
0.00 0.00 0.00
4 6 10.39 5
0.00 0.00 0.00
4 7 10.39 5
0.00 0.00 0.00
4 8 10.39 5
0.00 0.00 0.00
5 1 10.39 5
0.00 0.00 0.00
5 2 10.39 5
0.00 0.00 0.00
5 3 10.39 5
0.00 0.00 0.00
5 4 10.39 5
0.00 0.00 0.00
5 5 10.39 5
0.00 0.00 0.00
6 1 10.39 5
0.00 0.00 0.00
6 2 10.39 5
0.00 0.00 0.00
6 3 10.39 5
0.00 0.00 0.00
6 4 10.39 5
0.00 0.00 0.00
6 5 10.39 5
0.00 0.00 0.00
7 1 10.39 5
0.00 0.00 0.00
7 2 10.39 5
0.00 0.00 0.00
7 3 10.39 5
0.00 0.00 0.00
7 4 10.39 5
0.00 0.00 0.00
7 5 10.39 5
0.00 0.00 0.00
7 6 10.39 5
0.00 0.00 0.00
7 7 10.39 5
0.00 0.00 0.00
0.38
0.00
0.36
0.00
0.36
0.00
0.36
0.00
0.36
0.00
0.36
0.00
0.36
0.00
0.36
0.00
0.82
0.00
1.29
0.00
1.29
0.00
1.29
0.00
1.29
0.00
1.30
0.00
1.30
0.00
1.30
0.00
1.30
0.00
1.30
0.00
0.89
0.00
0.47
0.00
0.47
0.00
0.47
0.00
0.47
0.00
0.47
0.00
0.47
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.07
0.00
0.07
0.00
0.07
0.00
0.07
0.00
0.07
0.00
0.07
0.00
0.07
0.00
WLAScen6a.out
0.00 0.09 0.07
0.00 0.00
0.00 0.09 0.07
0.00 0.00
0.07
0.07
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.09
0.00
0.09
0.00
0.09
0.00
0.09
0.00
0.09
0.00
0.09
0.00
0.08
0.00
0.08
0.00
0.08
0.00
0.08
0.00
0.08
0.00
0.08
0.00
0.08
0.00
0.08
0.00
0.08
0.00
0.08
0.00
0.07
0.00
0.07
0.00
0.07
0.00
0.07
0.00
0.07
0.00
0.07
0.00
0.07
0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 6
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
Page 22
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37

RCH ELE DO K2
ORGP ORGP DISP
NUM NUM SAT OPT
DECAY SETT SRCE
MG/L
1/DAY 1/DAY MG/F2D
8 1 10.39 1
0.00 0.00 0.00
8 2 10.39 1
0.00 0.00 0.00
9 1 10.39 5
0.00 0.00 0.00
9 2 10.39 5
0.00 0.00 0.00
9 3 10.39 5
0.00 0.00 0.00
9 4 10.39 5
0.00 0.00 0.00
9 5 10.39 5
0.00 0.00 0.00
9 6 10.39 5
0.00 0.00 0.00
9 7 10.39 5
0.00 0.00 0.00
9 8 10.39 5
0.00 0.00 0.00
9 9 10.39 5
0.00 0.00 0.00
9 10 10.39 5
0.00 0.00 0.00
WLAScen6a.out
.......... STEADY STATE SIMULATION ****..
...... ..........
** REACTION COEFFICIENT SUMMARY **
OXYGN BOD BOD SOD ORGN
COLI ANC ANC ANC
REAIR DECAY SETT RATE DECAY
DECAY DECAY SETT SRCE
1/DAY 1/DAY 1/DAY G/F2D 1/DAY
1/DAY 1/DAY 1/DAY MG/F2D
ORGN NH3 NH3 NO2
SETT DECAY SRCE DECAY
1/DAY 1/DAY MG/F2D 1/DAY
0.37 0.07 0.00 0.06 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00
0.27 0.07 0.00 0.06 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00
0.78 0.07 0.00
0.00 0.00 0.00
1.29 0.07 0.00
0.00 0.00 0.00
1.29 0.07 0.00
0.00 0.00 0.00
1.29 0.07 0.00
0.00 0.00 0.00
1.29 0.07 0.00
0.00 0.00 0.00
1.29 0.07 0.00
0.00 0.00 0.00
1.29 0.07 0.00
0.00 0.00 0.00
1.29 0.07 0.00
0.00 0.00 0.00
1.29 0.07 0.00
0.00 0.00 0.00
1.29 0.07 0.00
0.00 0.00 0.00
10 1 10.39 1 0.78
0.00 0.00 0.00 0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
1 10.39 5
0.00 0.00
2 10.39 5
0.00 0.00
3 10.39 5
0.00 0.00
4 10.39 5
0.00 0.00
5 10.39 5
0.00 0.00
6 10.39 5
0.00 0.00
7 10.39 5
0.00 0.00
8 10.39 5
0.00 0.00
9 10.39 5
0.00 0.00
10 10.39 5
0.00 0.00
0.06
0.00
0.06
0.00
0.06
0.00
0.06
0.00
0.06
0.00
0.06
0.00
0.06
0.00
0.06
0.00
0.06
0.00
0.06
0.00
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.07 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00
1.08 0.07 0.00
0.00 0.00 0.00
1.89 0.07 0.00
0.00 0.00 0.00
1.89 0.07 0.00
0.00 0.00 0.00
1.89 0.07 0.00
0.00 0.00 0.00
1.89 0.07 0.00
0.00 0.00 0.00
1.89 0.07 0.00
0.00 0.00 0.00
1.89 0.07 0.00
0.00 0.00 0.00
1.89 0.07 0.00
0.00 0.00 0.00
1.89 0.07 0.00
0.00 0.00 0.00
1.89 0.07 0.00
0.00 0.00 0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
Page 23
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37

11 11 10.39 5
0.00 0.00 0.00
11 12 10.39 5
0.00 0.00 0.00
11 13 10.39 5
0.00 0.00 0.00
11 14 10.39 5
0.00 0.00 0.00
11 15 10.39 5
0.00 0.00 0.00
12
0.00
12
0.00
12
0.00
12
0.00
12
0.00
12
0.00
12
0.00
12
0.00
1 10.39 5
0.00 0.00
2 10.39 5
0.00 0.00
3 10.39 5
0.00 0.00
4 10.39 5
0.00 0.00
5 10.39 5
0.00 0.00
6 10.39 5
0.00 0.00
7 10.39 5
0.00 0.00
8 10.39 5
0.00 0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
0.07
0.00
0.07
0.00
0.07
0.00
0.07
0.00
0.07
0.00
0.07
0.00
0.07
0.00
0.07
0.00
0.07
0.00
0.07
0.00
0.07
0.00
0.07
0.00
0.07
0.00
WLAScen6a.out
0.00 0.05 0.07
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 7
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
RCH ELE DO K2 OXYGN BOD BOD SOD
ORGP ORGP DISP COLI ANC ANC ANC
NUM NUM SAT OPT REAIR DECAY SETT RATE
DECAY SETT SRCE DECAY DECAY SETT SRCE
MG/L 1/DAY 1/DAY 1/DAY G/F2D
1/DAY 1/DAY MG/F2D 1/DAY 1/DAY 1/DAY MG/F2D
13
0.00
13
0.00
13
0.00
13
0.00
13
0.00
13
0.00
13
0.00
13
0.00
13
1 10.39 5
0.00 0.00
2 10.39 5
0.00 0.00
3 10.39 5
0.00 0.00
4 10.39 5
0.00 0.00
5 10.39 5
0.00 0.00
6 10.39 5
0.00 0.00
7 10.39 5
0.00 0.00
8 10.39 5
0.00 0.00
9 10.39 5
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.07
0.00
0.07
0.00
0.07
0.00
0.07
0.00
0.07
0.00
0.07
0.00
0.07
0.00
0.07
0.00
0.07
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
Page 24
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
▪ REACTION COEFFICIENT SUMMARY
ORGN
DECAY
1/DAY
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
ORGN
SETT
1/DAY
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
NH3
DECAY
1/DAY
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
NH3
SRCE
MG/F2D
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
NO2
DECAY
1/DAY
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37

0.00 0.00 0.00
13 10 10.39 5
0.00 0.00 0.00
13 11 10.39 5
0.00 0.00 0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
1 10.39 5
0.00 0.00
2 10.39 5
0.00 0.00
3 10.39 5
0.00 0.00
4 10.39 5
0.00 0.00
5 10.39 5
0.00 0.00
6 10.39 5
0.00 0.00
7 10.39 5
0.00 0.00
8 10.39 5
0.00 0.00
9 10.39 5
0.00 0.00
10 10.39 5
0.00 0.00
11 10.39 5
0.00 0.00
12 10.39 5
0.00 0.00
13 10.39 5
0.00 0.00
14 10.39 5
0.00 0.00
15 10.39 5
0.00 0.00
16 10.39 5
0.00 0.00
17 10.39 5
0.00 0.00
1 10.39 5
0.00 0.00
2 10.39 5
0.00 0.00
3 10.39 5
0.00 0.00
4 10.39 5
0.00 0.00
5 10.39 5
0.00 0.00
6 10.39 5
0.00 0.00
7 10.39 5
0.00 0.00
8 10.39 5
0.00 0.00
9 10.39 5
0.00 0.00
10 10.39 5
0.00 0.00
0.00 0.00
1.89 0.07
0.00 0.00
1.89 0.07
0.00 0.00
WLAScen6a.out
0.00 0.00
0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00
0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
1.89 0.07 0.00 0.05
0.00 0.00 0.00 0.00
Page 25
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37

WLA5cen6a.out
15 11 10.39 5 1.89 0.07 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 1 10.39 5 1.89 0.07 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 8
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
▪ REACTION COEFFICIENT SUMMARY
RCH ELE DO K2 OXYGN BOD BOD SOD ORGN ORGN NH3 NH3 NO2
ORGP ORGP DISP COLI ANC ANC ANC
NUM NUM SAT OPT REAIR DECAY SETT RATE DECAY SETT DECAY SRCE DECAY
DECAY SETT SRCE DECAY DECAY SETT SRCE
MG/L 1/DAY 1/DAY 1/DAY G/F2D 1/DAY 1/DAY 1/DAY MG/F2D 1/DAY
1/DAY 1/DAY MG/F2D 1/DAY 1/DAY 1/DAY MG/F2D
16 2 10.39 5 1.89 0.07 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 3 10.39 5 1.89 0.07 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 4 10.39 5 1.89 0.07 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 5 10.39 5 1.89 0.07 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 6 10.39 5 1.89 0.07 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 7 10.39 5 1.89 0.07 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 8 10.39 5 1.89 0.07 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 9 10.39 5 1.89 0.07 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 10 10.39 5 1.89 0.07 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 11 10.39 5 1.89 0.07 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 12 10.39 5 1.89 0.07 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 13 10.39 5 1.89 0.07 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 14 10.39 5 1.89 0.07 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 15 10.39 5 1.89 0.07 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 16 10.39 5 1.89 0.07 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 17 10.39 5 1.89 0.07 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 9
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
Page 26

RCH ELE
NUM NUM TEMP
SUM-N ORGP DIS-P
DEG-F
MG/L MG/L MG/L
1 1 56.50
0.54 0.00 0.00
1 2 56.50
15.47 0.00 0.00
1 3 56.50
15.47 0.00 0.00
2 1 56.50
14.78 0.00 0.00
2 2 56.50
14.78 0.00 0.00
3 1 56.50
14.77 0.00 0.00
3 2 56.50
14.77 0.00 0.00
3 3 56.50
14.76 0.00 0.00
4 1
14.76
4 2
14.76
4 3
14.75
4 4
14.75
4 5
14.74
4 6
14.74
4 7
14.73
4 8
14.73
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
5 1 56.50
14.73 0.00 0.00
5 2 56.50
14.73 0.00 0.00
5 3 56.50
14.72 0.00 0.00
5 4 56.50
14.72 0.00 0.00
5 5 56.50
14.72 0.00 0.00
6 1 56.50
14.72 0.00 0.00
WLAScen6a.out
CM-1 CM-2 CM-3
ANC
SUM-P COLI
MG/L #/100ML
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
** WATER QUALITY VARIABLES **
DO BOD ORGN NH3N NO2N NO3N
CHLA
MG/L MG/L MG/L MG/L MG/L MG/L
UG/L
0.00 8.19 2.00 0.33 0.07 0.01 0.13
0.00 0.00
0.00 7.15 21.73 2.65 1.57 0.02 11.23
0.00 0.00
0.00 7.16 21.71 2.65 1.57 0.02 11.23
0.00 0.00
0.00 7.20 20.72 2.54 1.51 0.02 10.72
0.00 0.00
0.00 7.02 20.57 2.52 1.51 0.03 10.72
0.00 0.00
0.00 6.88 20.46 2.51 1.51 0.03 10.72
0.00 0.00
0.00 6.77 20.38 2.50 1.51 0.04 10.72
0.00 0.00
0.00 6.66 20.30 2.50 1.51 0.04 10.72
0.00 0.00
0.00 6.58 20.24 2.49 1.51 0.04 10.72
0.00 0.00
0.00 6.49 20.18 2.48 1.51 0.05 10.72
0.00 0.00
0.00 6.41 20.12 2.47 1.51 0.05 10.72
0.00 0.00
0.00 6.33 20.06 2.47 1.51 0.05 10.72
0.00 0.00
0.00 6.25 20.00 2.46 1.51 0.06 10.72
0.00 0.00
0.00 6.17 19.94 2.45 1.51 0.06 10.72
0.00 0.00
0.00 6.09 19.88 2.44 1.51 0.06 10.72
0.00 0.00
0.00 6.02 19.83 2.43 1.51 0.06 10.72
0.00 0.00
0.00 6.01 19.80 2.43 1.51 0.07 10.73
0.00 0.00
0.00 6.01 19.78 2.42 1.51 0.07 10.73
0.00 0.00
0.00 6.02 19.76 2.42 1.51 0.07 10.73
0.00 0.00
0.00 6.02 19.74 2.42 1.51 0.07 10.73
0.00 0.00
0.00 6.02 19.72 2.41 1.51 0.07 10.73
0.00 0.00
0.00 6.03 19.70 2.41 1.51 0.07 10.73
0.00 0.00
Page 27

6 2 56.50
14.72 0.00 0.00
6 3 56.50
14.71 0.00 0.00
6 4 56.50
14.71 0.00 0.00
6 5 56.50
14.71 0.00 0.00
7 1
14.71
7 2
14.70
7 3
14.70
7 4
14.70
7 5
14.69
7 6
14.69
7 7
14.69
RCH ELE
0.00
0.00
0.00
0.00
0.00
0.00
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
WLAScen6a.out
0.00 6.04 19.68 2.41
0.00 0.00
0.00 6.04 19.67 2.40
0.00 0.00
0.00 6.05 19.65 2.40
0.00 0.00
0.00 6.05 19.63 2.39
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.05
0.00
6.03
0.00
6.01
0.00
5.99
0.00
5.97
0.00
5.95
0.00
5.93
0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 10
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
NUM NUM TEMP
SUM-N ORGP DIS-P
DEG-F
MG/L MG/L MG/L
8 1 56.50
14.68 0.00 0.00
8 2 56.50
14.68 0.00 0.00
9 1
14.67
9 2
14.67
9 3
14.67
9 4
14.67
9 5
14.67
9 6
14.66
9 7
14.66
9 8
0.00
0.00
0.00
0.00
0.00
0.00
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
CM-1 CM-2 CM-3
ANC
SUM-P COLI
MG/L #/100ML
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00
19.61
19.59
19.57
19.55
19.53
19.51
19.49
2.39
2.38
2.38
2.37
2.37
2.36
2.36
1.51
1.51
1.51
1.51
1.51
1.51
1.51
0.08
0.08
0.08
0.08
0.08
0.08
0.09
0.09
0.09
0.09
0.09
10.73
10.73
10.73
10.73
10.73
10.73
10.73
10.73
10.73
10.73
10.73
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
DO BOD
CHLA
MG/L MG/L
UG/L
5.89 19.45
0.00
5.84 19.41
0.00
5.85
0.00
5.87
0.00
5.89
0.00
5.91
0.00
5.92
0.00
5.94
0.00
5.96
0.00
Page 28
19.38
19.36
19.35
19.33
19.32
19.31
19.29
19.28
WATER QUALITY VARIABLES ;;•
ORGN NH3N NO2N NO3N
MG/L MG/L MG/L MG/L
2.35 1.51 0.10 10.73
2.34 1.51 0.10 10.73
2.33
2.32
2.32
2.32
2.31
2.31
2.31
2.30
1.51
1.51
1.51
1.51
1.51
1.51
1.51
1.51
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.12
10.73
10.73
10.73
10.73
10.74
10.74
10.74
10.74

14.66 0.00 0.00
9 9 56.50
14.66 0.00 0.00
9 10 56.50
14.66 0.00 0.00
10 1 56.50
14.65 0.00 0.00
11 1
14.65
11 2
14.65
11 3
14.65
11 4
14.64
11 5
13.63
11 6
13.63
11 7
13.63
11 8
13.63
11 9
13.63
11 10
13.62
11 11
13.62
11 12
13.62
11 13
13.62
11 14
13.62
11 15
13.62
12 1
13.61
12 2
13.61
12 3
13.61
12 4
13.61
12 5
13.61
12 6
13.61
12 7
13.60
12 8
13.60
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
STREAM QUALITY SIMULATION
WLAScen6a.out
0.00 0.00
0.00 5.99 19.26 2.30 1.51 0.12 10.74
0.00 0.00
0.00 6.01 19.25 2.30 1.51 0.12 10.74
0.00 0.00
0.00 6.02 19.22 2.29 1.51 0.12 10.74
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.05
0.00
6.09
0.00
6.12
0.00
6.16
0.00
6.33
0.00
6.36
0.00
6.40
0.00
6.43
0.00
6.46
0.00
6.49
0.00
6.52
0.00
6.55
0.00
6.57
0.00
6.60
0.00
6.63
0.00
6.66
0.00
6.68
0.00
6.71
0.00
6.74
0.00
6.76
0.00
6.79
0.00
6.81
0.00
6.84
0.00
Page 29
19.19
19.18
19.17
19.15
17.91
17.90
17.89
17.88
17.87
17.86
17.84
17.83
17.82
17.81
17.80
17.79
17.78
17.76
17.75
17.74
17.73
17.72
17.71
2.28
2.28
2.27
2.27
2.13
2.13
2.12
2.12
2.12
2.11
2.11
2.11
2.11
2.10
2.10
2.10
2.09
2.09
2.09
2.09
2.08
2.08
2.08
1.50
1.50
1.50
1.50
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
0.12
0.12
0.13
0.13
0.12
0.12
0.12
0.12
0.12
0.12
0.13
0.13
0.13
0.13
0.13
0.13
0.13
0.13
0.13
0.14
0.14
0.14
0.14
10.74
10.74
10.74
10.74
9.98
9.98
9.98
9.98
9.98
9.98
9.98
9.98
9.98
9.98
9.98
9.99
9.99
9.99
9.99
9.99
9.99
9.99
9.99

WLA5cen6a.out
OUTPUT PAGE NUMBER 11
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
RCH ELE
NUM NUM TEMP
SUM-N ORGP DIS-P
DEG-F
MG/L MG/L MG/L
13 1
13.60
13 2
13.60
13 3
13.60
13 4
13.60
13 5
13.60
13 6
13.59
13 7
13.59
13 8
13.59
13 9
13.59
13 10
13.59
13 11
13.59
14 1
13.59
14 2
13.58
14 3
13.58
14 4
13.58
14 5
13.58
14 6
13.58
14 7
13.58
14 8
13.57
14 9
13.57
14 10
13.57
14 11
13.57
14 12
13.57
14 13
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
CM-1 CM-2 CM-3
ANC
SUM-P COLI
MG/L #/100ML
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
WATER QUALITY VARIABLES ;;•
DO BOD ORGN NH3N NO2N NO3N
CHLA
MG/L MG/L MG/L MG/L MG/L MG/L
UG/L
6.86
0.00
6.88
0.00
6.91
0.00
6.93
0.00
6.95
0.00
6.97
0.00
6.99
0.00
7.02
0.00
7.04
0.00
7.06
0.00
7.08
0.00
7.10
0.00
7.12
0.00
7.14
0.00
7.16
0.00
7.18
0.00
7.19
0.00
7.21
0.00
7.23
0.00
7.25
0.00
7.27
0.00
7.28
0.00
7.30
0.00
7.32
Page 30
17.70 2.07 1.40 0.14 9.99
17.69 2.07 1.40 0.14 9.99
17.67 2.07 1.40 0.14 9.99
17.66 2.07 1.40 0.14 9.99
17.65 2.06 1.40 0.14 9.99
17.64 2.06 1.40 0.14 9.99
17.63 2.06 1.40 0.15 9.99
17.62 2.05 1.40 0.15 9.99
17.61 2.05 1.40 0.15 9.99
17.59 2.05 1.40 0.15 9.99
17.58 2.05 1.40 0.15 9.99
17.57
17.56
17.55
17.54
17.53
17.52
17.50
17.49
17.48
17.47
17.46
17.45
17.44
2.04
2.04
2.04
2.03
2.03
2.03
2.03
2.02
2.02
2.02
2.02
2.01
2.01
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
0.15
0.15
0.15
0.15
0.15
0.15
0.16
0.16
0.16
0.16
0.16
0.16
0.16
9.99
9.99
9.99
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00

13.57 0.00 0.00
14 14 56.50
13.57 0.00 0.00
14 15 56.50
13.56 0.00 0.00
14 16 56.50
13.56 0.00 0.00
14 17 56.50
13.56 0.00 0.00
15 1
13.56
15 2
13.56
15 3
13.56
15 4
13.56
15 5
13.55
15 6
13.55
15 7
13.55
15 8
13.55
15 9
13.55
15 10
13.55
15 11
13.55
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
16 1 56.50
13.54 0.00 0.00
RCH ELE
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
WLAScen6a.out
0.00 0.00
0.00 7.33 17.43
0.00 0.00
0.00 7.35 17.41
0.00 0.00
0.00 7.36 17.40
0.00 0.00
0.00 7.38 17.39
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
7.40
0.00
7.41
0.00
7.43
0.00
7.44
0.00
7.45
0.00
7.47
0.00
7.48
0.00
7.50
0.00
7.51
0.00
7.52
0.00
7.54
0.00
17.38
17.37
17.36
17.35
17.34
17.33
17.31
17.30
17.29
17.28
17.27
2.01
2.00
2.00
2.00
2.00
1.99
1.99
1.99
1.98
1.98
1.98
1.98
1.97
1.97
1.97
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.40
1.39
1.39
1.39
1.39
1.39
0.16
0.16
0.16
0.16
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.00
10.01
10.01
10.01
10.01
10.01
10.01
0.00 7.55 17.26 1.97 1.39 0.18 10.01
0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 12
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
NUM NUM TEMP
SUM-N ORGP DIS-P
DEG-F
MG/L MG/L MG/L
16 2 56.50
13.54 0.00 0.00
16 3 56.50
13.54 0.00 0.00
16 4 56.50
13.54 0.00 0.00
16 5 56.50
13.54 0.00 0.00
16 6 56.50
13.54 0.00 0.00
CM-1 CM-2 CM-3
ANC
SUM-P COLI
MG/L #/100ML
DO
CHLA
MG/L
UG/L
0.00 0.00 0.00 7.56
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 7.57
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 7.59
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 7.60
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 7.61
0.00.00E+00 0.00 0.00
Page 31
s,s,*** STEADY STATE SIMULATION *****
** WATER QUALITY VARIABLES **
BOD ORGN NH3N NO2N NO3N
MG/L MG/L MG/L MG/L MG/L
17.25
17.24
17.23
17.22
17.20
1.96
1.96
1.96
1.95
1.95
1.39
1.39
1.39
1.39
1.39
0.18
0.18
0.18
0.18
0.18
10.01
10.01
10.01
10.01
10.01

16 7
13.54
16 8
11.55
16 9
11.55
16 10
11.55
16 11
11.54
16 12
11.54
16 13
11.54
16 14
11.54
16 15
11.54
16 16
11.54
16 17
11.54
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
WLAScen6a.out
0.00 0.00 0.00 7.62 17.19 1.95
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 7.72 14.86 1.70
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 7.73 14.85 1.70
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 7.75 14.84 1.70
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 7.76 14.83 1.69
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 7.77 14.82 1.69
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 7.78 14.82 1.69
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 7.79 14.81 1.69
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 7.80 14.80 1.68
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 7.81 14.79 1.68
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 7.83 14.78 1.68
0.00.00E+00 0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 13
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
DISSOLVED OXYGEN MASS
ELE RCH ELE
ORD NUM NUM TEMP
NET
DEG-F
SOD P-R
C-BOD
1 1
- 0.48
2 1
- 5.18
3 1
- 5.18
1 56.50
-3.30 0.00
2 56.50
- 3.30 0.00
3 56.50
BALANCE (MG/L-DAY)
DO DO
SAT DO DEF
MG/L MG/L MG/L
NH3-N NO2-N
10.39
- 0.03
10.39
- 0.65
10.39
- 3.30 0.00 -0.65
8.19
0.00
7.15
- 0.01
7.16
- 0.01
2.20
3.24
3.23
4 2 1 56.50 10.39 7.20 3.20
- 4.63 -0.89 0.00 -0.62 -0.01
5 2 2 56.50 10.39 7.02 3.38
- 4.60 -0.89 0.00 -0.62 -0.01
6 3 1 56.50 10.39
- 4.27 -1.97 0.00 -0.62
7 3 2 56.50 10.39
- 4.25 -1.97 0.00 -0.62
8 3 3 56.50 10.39
- 4.24 -1.97 0.00 -0.62
6.88
- 0.01
6.77
- 0.02
6.66
- 0.02
3.52
3.63
3.74
Page 32
1.39
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
1.19
0.18
0.16
0.16
0.16
0.16
0.16
0.16
0.16
0.16
0.16
0.16
10.01
8.50
8.50
8.50
8.50
8.50
8.51
8.51
8.51
8.51
8.51
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
DISSOLVED OXYGEN DATA
COMPONENTS OF
DAM NIT
INPUT INHIB
MG/L FACT
0.00 1.00
0.00 1.00
0.00 1.00
0.00 1.00
0.00 1.00
0.00 1.00
0.00 1.00
0.00 1.00
F-FNCTN OXYGN
INPUT REAIR
1905.38
1414.73
0.00
8.47
12.47
12.43
11.67 6.59
0.00 0.93
0.00
0.00
0.00
1.19
1.45
1.50

9 4 1 56.50 10.39
- 3.02 -1.66 0.00 -0.62
10 4 2 56.50 10.39
- 3.01 -1.66 0.00 -0.62
11 4 3 56.50 10.39
- 3.00 -1.66 0.00 -0.62
12 4 4 56.50 10.39
- 2.99 -1.66 0.00 -0.62
13 4 5 56.50 10.39
- 2.98 -1.66 0.00 -0.62
14 4 6 56.50 10.39
- 2.97 -1.66 0.00 -0.62
15 4 7 56.50 10.39
- 2.96 -1.66 0.00 -0.62
16 4 8 56.50 10.39
- 2.96 -1.66 0.00 -0.62
17 5 1 56.50 10.39
- 1.92 -2.30 0.00 -0.62
18 5 2 56.50 10.39
- 1.92 -2.30 0.00 -0.62
19 5 3 56.50 10.39
- 1.92 -2.30 0.00 -0.62
20 5 4 56.50 10.39
- 1.91 -2.30 0.00 -0.62
21 5 5 56.50 10.39
- 1.91 -2.30 0.00 -0.62
22 6 1 56.50 10.39
- 1.91 -2.23 0.00 -0.62
23 6 2 56.50 10.39
- 1.91 -2.23 0.00 -0.62
24 6 3 56.50 10.39
- 1.91 -2.23 0.00 -0.62
25 6 4 56.50 10.39
- 1.90 -2.23 0.00 -0.62
26 6 5 56.50 10.39
- 1.90 -2.23 0.00 -0.62
27 7 1 56.50 10.39
- 1.46 -1.20 0.00 -0.62
28 7 2 56.50 10.39
- 1.46 -1.20 0.00 -0.62
29 7 3 56.50 10.39
- 1.46 -1.20 0.00 -0.62
30 7 4 56.50 10.39
- 1.46 -1.20 0.00 -0.62
31 7 5 56.50 10.39
- 1.46 -1.20 0.00 -0.62
32 7 6 56.50 10.39
- 1.45 -1.20 0.00 -0.62
33 7 7 56.50 10.39
- 1.45 -1.20 0.00 -0.62
WLAScen6a.out
6.58 3.82 0.00
- 0.02
6.49 3.90
- 0.02
6.41 3.98
- 0.02
6.33 4.06
- 0.02
6.25 4.14
- 0.02
6.17 4.22
- 0.02
6.09 4.30
- 0.03
6.02 4.38
- 0.03
6.01
- 0.03
6.01
- 0.03
6.02
- 0.03
6.02
- 0.03
6.02
- 0.03
6.03
- 0.03
6.04
- 0.03
6.04
- 0.03
6.05
- 0.03
6.05
- 0.03
6.05
- 0.03
6.03
- 0.04
6.01
- 0.04
5.99
- 0.04
5.97
- 0.04
5.95
- 0.04
5.93
- 0.04
1.00 0.00 1.44
0.00 1.00 0.00 1.39
0.00 1.00 0.00 1.42
0.00 1.00 0.00 1.44
0.00 1.00 0.00 1.47
0.00 1.00 0.00 1.50
0.00 1.00 0.00 1.53
0.00 1.00 0.00 1.56
4.39 0.00 1.00 0.00 3.60
4.38 0.00 1.00 0.00 5.64
4.38 0.00 1.00 0.00 5.64
4.37 0.00 1.00 0.00 5.63
4.37 0.00 1.00 0.00 5.62
4.36 0.00 1.00 0.00 5.66
4.36 0.00 1.00 0.00 5.69
4.35 0.00 1.00 0.00 5.68
4.35 0.00 1.00 0.00 5.67
4.34 0.00 1.00 0.00 5.66
4.34 0.00 1.00 0.00 3.86
4.36 0.00 1.00 0.00 2.07
4.38 0.00 1.00 0.00 2.08
4.40 0.00 1.00 0.00 2.09
4.43 0.00 1.00 0.00 2.10
4.45 0.00 1.00 0.00 2.11
4.47 0.00 1.00 0.00 2.12
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 14
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
Page 33

DISSOLVED OXYGEN MASS BALANCE
ELE RCH ELE DO
ORD NUM NUM TEMP SAT
NET
DEG-F MG/L
C-BOD SOD P-R NH3-N
34 8 1 56.50 10.39
- 1.45 -0.57 0.00 -0.62
35 8 2 56.50 10.39
- 1.45 -0.57 0.00 -0.62
36 9 1 56.50 10.39
- 1.44 -1.60 0.00 -0.62
37 9 2 56.50 10.39
- 1.44 -1.60 0.00 -0.62
38 9 3 56.50 10.39
- 1.44 -1.60 0.00 -0.62
39 9 4 56.50 10.39
- 1.44 -1.60 0.00 -0.62
40 9 5 56.50 10.39
- 1.44 -1.60 0.00 -0.62
41 9 6 56.50 10.39
- 1.44 -1.60 0.00 -0.62
42 9 7 56.50 10.39
- 1.44 -1.60 0.00 -0.62
43 9 8 56.50 10.39
- 1.44 -1.60 0.00 -0.62
44 9 9 56.50 10.39
- 1.44 -1.60 0.00 -0.62
45 9 10 56.50 10.39
- 1.44 -1.60 0.00 -0.62
WLAScen6a.out
(MG/L-DAY)
DO
DO DEF
MG/L MG/L
NO2-N
5.89 4.50
- 0.04
5.84 4.56
- 0.04
5.85
- 0.04
5.87
- 0.05
5.89
- 0.05
5.91
- 0.05
5.92
- 0.05
5.94
- 0.05
5.96
- 0.05
5.98
- 0.05
5.99
- 0.05
6.01
- 0.05
***** STEADY STATE SIMULATION *****
** DISSOLVED OXYGEN DATA **
COMPONENTS OF
DAM NIT
INPUT INHIB F-FNCTN OXYGN
MG/L FACT INPUT REAIR
0.00 1.00 0.00 1.69
0.00 1.00 0.00 1.25
4.54 0.00 1.00 0.00 3.55
4.53 0.00 1.00 0.00 5.82
4.51 0.00 1.00 0.00 5.80
4.49 0.00 1.00 0.00 5.78
4.47 0.00 1.00 0.00 5.75
4.45 0.00 1.00 0.00 5.73
4.44 0.00 1.00 0.00 5.71
4.42 0.00 1.00 0.00 5.69
4.40 0.00 1.00 0.00 5.67
4.39 0.00 1.00 0.00 5.64
46 10 1 56.50 10.39 6.02 4.38
- 1.43 -0.46 0.00 -0.62 -0.05
47 11 1 56.50 10.39
- 1.43 -1.77 0.00 -0.62
48 11 2 56.50 10.39
- 1.43 -1.77 0.00 -0.62
49 11 3 56.50 10.39
- 1.43 -1.77 0.00 -0.62
50 11 4 56.50 10.39
- 1.43 -1.77 0.00 -0.62
51 11 5 56.50 10.39
- 1.34 -1.77 0.00 -0.58
52 11 6 56.50 10.39
- 1.33 -1.77 0.00 -0.58
53 11 7 56.50 10.39
- 1.33 -1.77 0.00 -0.58
54 11 8 56.50 10.39
- 1.33 -1.77 0.00 -0.58
55 11 9 56.50 10.39
- 1.33 -1.77 0.00 -0.58
56 11 10 56.50 10.39
6.05
- 0.05
6.09
- 0.05
6.12
- 0.05
6.16
- 0.05
6.33
- 0.05
6.36
- 0.05
6.40
- 0.05
6.43
- 0.05
6.46
- 0.05
6.49
4.34
4.31
4.27
4.24
4.06
4.03
4.00
3.97
3.94
3.91
Page 34
0.00 1.00 0.00 3.42
0.00 1.00 0.00 4.69
0.00 1.00 0.00 8.12
0.00 1.00 0.00 8.06
0.00 1.00 0.00 8.00
0.00 1.00 68.26 7.66
0.00 1.00 0.00 7.60
0.00 1.00 0.00 7.54
0.00 1.00 0.00 7.48
0.00 1.00 0.00 7.43
0.00 1.00 0.00 7.37

- 1.33 -1.77 0.00 -0.58
57 11 11 56.50 10.39
- 1.33 -1.77 0.00 -0.58
58 11 12 56.50 10.39
- 1.33 -1.77 0.00 -0.58
59 11 13 56.50 10.39
- 1.33 -1.77 0.00 -0.58
60 11 14 56.50 10.39
- 1.33 -1.77 0.00 -0.58
61 11 15 56.50 10.39
- 1.33 -1.77 0.00 -0.58
62 12
- 1.33
63 12
- 1.33
64 12
- 1.32
65 12
- 1.32
66 12
- 1.32
67 12
- 1.32
68 12
- 1.32
69 12
- 1.32
1
- 1.77
2
- 1.77
3
- 1.77
4
- 1.77
5
- 1.77
6
- 1.77
7
- 1.77
8
- 1.77
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
10.39
- 0.58
10.39
- 0.58
10.39
- 0.58
10.39
- 0.58
10.39
- 0.58
10.39
- 0.58
10.39
- 0.58
10.39
- 0.58
WLAScen6a.out
- 0.05
6.52 3.88 0.00
- 0.05
6.55 3.85 0.00
- 0.05
6.57 3.82 0.00
- 0.05
6.60 3.79 0.00
- 0.05
6.63 3.76 0.00
- 0.06
6.66
- 0.06
6.68
- 0.06
6.71
- 0.06
6.74
- 0.06
6.76
- 0.06
6.79
- 0.06
6.81
- 0.06
6.84
- 0.06
3.74
3.71
3.68
3.66
3.63
3.61
3.58
3.56
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 15
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
DISSOLVED OXYGEN MASS BALANCE
ELE RCH ELE DO
ORD NUM NUM TEMP SAT
NET
DEG-F MG/L
C-BOD SOD P-R NH3-N
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
7.31
7.26
7.21
7.15
7.10
7.05
7.00
6.95
6.90
6.85
6.81
6.76
6.71
....*** STEADY STATE SIMULATION *****
..... ..........
** DISSOLVED OXYGEN DATA **
COMPONENTS OF
(MG/L-DAY)
DO DAM
DO DEF INPUT
MG/L MG/L MG/L
NO2-N
70 13 1 56.50 10.39 6.86
- 1.32 -1.77 0.00 -0.58 -0.06
71 13 2 56.50 10.39 6.88
- 1.32 -1.77 0.00 -0.58 -0.06
72 13 3 56.50 10.39 6.91
- 1.32 -1.77 0.00 -0.58 -0.06
73 13 4 56.50 10.39 6.93
- 1.32 -1.77 0.00 -0.58 -0.06
74 13 5 56.50 10.39 6.95
- 1.32 -1.77 0.00 -0.58 -0.06
75 13 6 56.50 10.39 6.97
- 1.32 -1.77 0.00 -0.58 -0.06
76 13 7 56.50 10.39 6.99
- 1.31 -1.77 0.00 -0.58 -0.06
77 13 8 56.50 10.39 7.02
3.54
3.51
3.49
3.47
3.44
3.42
3.40
3.38
Page 35
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
NIT
INHIB F-FNCTN OXYGN
FACT INPUT REAIR
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.67
6.62
6.58
6.54
6.49
6.45
6.41
6.37

WLAScen6a.out
- 1.31 -1.77 0.00 -0.58 -0.06
78 13 9 56.50 10.39 7.04 3.36 0.00 1.00 0.00 6.33
- 1.31 -1.77 0.00 -0.58 -0.06
79 13 10 56.50 10.39 7.06 3.34 0.00 1.00 0.00 6.29
- 1.31 -1.77 0.00 -0.58 -0.06
80 13 11 56.50 10.39 7.08 3.32 0.00 1.00 0.00 6.25
- 1.31 -1.77 0.00 -0.58 -0.06
81 14 1 56.50 10.39 7.10 3.30 0.00 1.00 0.00 6.22
- 1.31 -1.77 0.00 -0.58 -0.06
82 14 2 56.50 10.39 7.12 3.28 0.00 1.00 0.00 6.18
- 1.31 -1.77 0.00 -0.58 -0.06
83 14 3 56.50 10.39 7.14 3.26 0.00 1.00 0.00 6.14
- 1.31 -1.77 0.00 -0.58 -0.06
84 14 4 56.50 10.39 7.16 3.24 0.00 1.00 0.00 6.11
- 1.31 -1.77 0.00 -0.58 -0.06
85 14 5 56.50 10.39 7.18 3.22 0.00 1.00 0.00 6.07
- 1.31 -1.77 0.00 -0.58 -0.07
86 14 6 56.50 10.39 7.19 3.20 0.00 1.00 0.00 6.04
- 1.31 -1.77 0.00 -0.58 -0.07
87 14 7 56.50 10.39 7.21 3.18 0.00 1.00 0.00 6.00
- 1.31 -1.77 0.00 -0.58 -0.07
88 14 8 56.50 10.39 7.23 3.16 0.00 1.00 0.00 5.97
- 1.30 -1.77 0.00 -0.58 -0.07
89 14 9 56.50 10.39 7.25 3.15 0.00 1.00 0.00 5.93
- 1.30 -1.77 0.00 -0.58 -0.07
90 14 10 56.50 10.39 7.27 3.13 0.00 1.00 0.00 5.90
- 1.30 -1.77 0.00 -0.58 -0.07
91 14 11 56.50 10.39 7.28 3.11 0.00 1.00 0.00 5.87
- 1.30 -1.77 0.00 -0.58 -0.07
92 14 12 56.50 10.39 7.30 3.09 0.00 1.00 0.00 5.84
- 1.30 -1.77 0.00 -0.58 -0.07
93 14 13 56.50 10.39 7.32 3.08 0.00 1.00 0.00 5.81
- 1.30 -1.77 0.00 -0.58 -0.07
94 14 14 56.50 10.39 7.33 3.06 0.00 1.00 0.00 5.78
- 1.30 -1.77 0.00 -0.58 -0.07
95 14 15 56.50 10.39 7.35 3.05 0.00 1.00 0.00 5.75
- 1.30 -1.77 0.00 -0.58 -0.07
96 14 16 56.50 10.39 7.36 3.03 0.00 1.00 0.00 5.72
- 1.30 -1.77 0.00 -0.58 -0.07
97 14 17 56.50 10.39 7.38 3.01 0.00 1.00 0.00 5.69
- 1.30 -1.77 0.00 -0.58 -0.07
98 15 1 56.50 10.39 7.40 3.00 0.00 1.00 0.00 5.66
- 1.30 -1.77 0.00 -0.58 -0.07
99 15 2 56.50 10.39 7.41 2.98 0.00 1.00 0.00 5.63
- 1.29 -1.77 0.00 -0.58 -0.07
100 15 3 56.50 10.39 7.43 2.97 0.00 1.00 0.00 5.60
-1.29 -1.77 0.00 -0.57 -0.07
101 15 4 56.50 10.39 7.44 2.95 0.00 1.00 0.00 5.57
- 1.29 -1.77 0.00 -0.57 -0.07
102 15 5 56.50 10.39 7.45 2.94 0.00 1.00 0.00 5.55
- 1.29 -1.77 0.00 -0.57 -0.07
103 15 6 56.50 10.39 7.47 2.93 0.00 1.00 0.00 5.52
- 1.29 -1.77 0.00 -0.57 -0.07
104 15 7 56.50 10.39 7.48 2.91 0.00 1.00 0.00 5.49
- 1.29 -1.77 0.00 -0.57 -0.07
105 15 8 56.50 10.39 7.50 2.90 0.00 1.00 0.00 5.47
- 1.29 -1.77 0.00 -0.57 -0.07
106 15 9 56.50 10.39 7.51 2.88 0.00 1.00 0.00 5.44
- 1.29 -1.77 0.00 -0.57 -0.07
Page 36

WLAScen6a.out
107 15 10 56.50 10.39 7.52 2.87 0.00 1.00
- 1.29 -1.77 0.00 -0.57 -0.07
108 15 11 56.50 10.39 7.54 2.86 0.00 1.00
- 1.29 -1.77 0.00 -0.57 -0.07
109 16 1 56.50 10.39 7.55 2.85 0.00 1.00
- 1.29 -1.77 0.00 -0.57 -0.07
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 16
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
DISSOLVED OXYGEN MASS BALANCE
ELE RCH ELE DO
ORD NUM NUM TEMP SAT
NET
DEG-F MG/L
C-BOD SOD P-R NH3-N
110 16 2 56.50 10.39
- 1.29 -1.77 0.00 -0.57
111 16 3 56.50 10.39
- 1.29 -1.77 0.00 -0.57
112 16 4 56.50 10.39
- 1.28 -1.77 0.00 -0.57
113 16 5 56.50 10.39
- 1.28 -1.77 0.00 -0.57
114 16 6 56.50 10.39
- 1.28 -1.77 0.00 -0.57
115 16 7 56.50 10.39
- 1.28 -1.77 0.00 -0.57
116 16 8 56.50 10.39
- 1.11 -1.77 0.00 -0.49
117 16 9 56.50 10.39
- 1.11 -1.77 0.00 -0.49
118 16 10 56.50 10.39
- 1.11 -1.77 0.00 -0.49
119 16 11 56.50 10.39
- 1.11 -1.77 0.00 -0.49
120 16 12 56.50 10.39
- 1.11 -1.77 0.00 -0.49
121 16 13 56.50 10.39
- 1.10 -1.77 0.00 -0.49
122 16 14 56.50 10.39
- 1.10 -1.77 0.00 -0.49
123 16 15 56.50 10.39
- 1.10 -1.77 0.00 -0.49
124 16 16 56.50 10.39
- 1.10 -1.77 0.00 -0.49
125 16 17 56.50 10.39
- 1.10 -1.77 0.00 -0.49
(MG/L-DAY)
DO
DO DEF
MG/L MG/L
NO2-N
7.56
- 0.08
7.57
-0.08
7.59
- 0.08
7.60
- 0.08
7.61
-0.08
7.62
-0.08
7.72
- 0.07
7.73
- 0.07
7.75
-0.07
7.76
-0.07
7.77
- 0.07
7.78
-0.07
7.79
-0.07
7.80
- 0.07
7.81
- 0.07
7.83
- 0.07
0.00 5.42
0.00 5.39
0.00 5.37
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
DISSOLVED OXYGEN DATA
COMPONENTS OF
DAM NIT
INPUT INHIB F-FNCTN OXYGN
MG/L FACT INPUT REAIR
2.83 0.00 1.00 0.00 5.34
2.82 0.00 1.00 0.00 5.32
2.81 0.00 1.00 0.00 5.30
2.80 0.00 1.00 0.00 5.27
2.78 0.00 1.00 0.00 5.25
2.77 0.00 1.00 0.00 5.23
2.67 0.00 1.00 145.55 5.04
2.66 0.00 1.00 0.00 5.02
2.65 0.00 1.00 0.00 5.00
2.64 0.00 1.00 0.00 4.97
2.62 0.00 1.00 0.00 4.95
2.61 0.00 1.00 0.00 4.93
2.60 0.00 1.00 0.00 4.91
2.59 0.00 1.00 0.00 4.89
2.58 0.00 1.00 0.00 4.87
2.57 0.00 1.00 0.00 4.84
Page 37

f, TETRA TECH
Memorandum
To: Tom Belnick, Julie Grzyb
From: Trevor Clements
cc: Pam Behm, Terry Houk
One Park Drive, Suite 200 • PO Box 14409
Research Triangle Park, NC 27709
Tel [phone] • Fax [phone]
Date: November 9, 2012
Subject: High Point Westside Facility
WLA Analysis
Proj. No. 100-RTP-T17031
1. BACKGROUND
The City of High Point Westside Wastewater Treatment Plant (WWTP) discharges to Rich Fork Creek,
which flows into Abbotts Creek before entering High Rock Lake (Figure 1). In July 2004, the City
requested of the North Carolina Division of Water Quality (DWQ) to receive speculative effluent limits to
expand the City's discharge to Rich Fork Creek. However, DWQ indicated at that time that monitoring
data showed a lack of assimilative capacity downstream of the facility. Data collected previously by the
City, the Yadkin Pee Dee River Basin Association (YPDRBA), and DWQ and evaluated in 2005 showed
that dissolved oxygen (DO) levels downstream of the facility occasionally dropped below the state water
quality standard of 5 mg/L during the warm summer months. However, neither DWQ nor the City
believed at the time that they fully understood why DO levels were as low as occasionally observed.
Because the existing DWQ model did not predict DO violations, the agency believed that the model was
not reliable to support decision -making.
Tetra Tech was contracted by the City and its engineering consultant, Hazen & Sawyer, to provide third
party expert services to evaluate existing data on assimilative capacity in Rich Fork Creek and to examine
whether more detailed modeling would help shed light on available assimilative capacity and discharge
impacts. A field reconnaissance of Rich Fork Creek in January 2006 revealed altered hydrology due to
instream sand mining at three locations between the City of High Point WWTP outfall and the confluence
with Hamby Creek. The Modeling Scoping Analysis for the High Point Westside Discharge to Rich Fork
Creek (Tetra Tech, March 2006) indicated that the presence of three mined pools was likely exacerbating
DO problems and that physically restoring the channel in these sections could potentially result in
significant improvements in DO concentration patterns in the restored segments.
Tetra Tech then conducted field measurements of the key modeling parameters (DO profiles, sediment
oxygen demand, reaeration rates, and flow -velocity relationships) during the summers of 2006 and 2007
to confirm whether or not the scoping modeling assumptions were valid and further assess whether
restoring the pools to free flowing conditions would improve the DO profile throughout the creek. The
results were used to field calibrate a QUAL2E model that further corroborated the expectation of
increased DO in the restored segments and that removing the discharge from Rich Fork Creek would
likely result in poorer water quality during summer low flow periods due to limited baseflow conditions
(Tetra Tech, January 2008).
TETRATECH
1

High Point Westside WLA Analysis
November 9, 2012
Legend
_-) YPDRBA Station
QUAL2E Model Extent
Major Road
A County bounaary
El Model Watershed
Water
Municipalities
RANDOLPH A
J
COUNTY
Rich Fork Creek
Model Area, High Point, NC
NAD_t993 SralePi2r, North C9mI,ru FOPS 7200 Fl
R+ap produced 11-01-2012 - H Nicholas
Figure 1. Rich Fork Creek Watershed and Receiving Stream for High Point Westside
ib
TETRATECH
2

High Point Westside WLA Analysis November 9, 2012
In January — February of 2009, Tetra Tech worked with subcontractors to obtain aerial imagery of the
stream channel corridor and physical stream channel survey cross sections. The aerial imagery provided
insight into the amount and pattern of tree fall along the 12 mile stretch of Rich Fork Creek between the
WWTP outfall and mouth of the stream. The surveyed cross -sections supported the channel restoration
design process and provided more detailed channel information elevation and profile data for HEC
modeling and QUAL2E modeling assumptions. HEC modeling was conducted to support channel
restoration design (Tetra Tech, September 2009).
In October 2009, Tetra Tech delivered the QUAL2E modeling files for both existing conditions and
projected restored conditions to DWQ to provide for agency use and application (10/19/09 memorandum
from Trevor Clements and Alix Matos to Kathy Stecker, Tom Belnick, and Pam Behm). During review of
draft NPDES permit conditions at a meeting of the City and DWQ on September 28, 2012, DWQ
representatives indicated that they would need additional modeling information to finalize effluent limits
for the multiple flow conditions for summer and winter seasons. This memo summarizes the model setup,
application, and results for a waste load allocation (WLA) analysis for expansion of the High Point
Westside discharge.
2. MODEL SET-UP
The QUAL2E model (configured for the restored channel, see Tetra Tech, January 2008 and 10/19/09
memorandum to DWQ) was setup to support WLA development for the following four scenarios per
request by DWQ:
1. WWTP flow of 8.2 MGD for summer conditions
2. WWTP flow of 8.2 MGD for winter conditions
3. WWTP flow of 10 MGD for summer conditions
4. WWTP flow of 10 MGD for winter conditions
Descriptions of the modeling assumptions for these four scenarios are provided herein, organized by key
model parameter categories. Where available, assumptions reflect Level C modeling guidance provided in
the Waste Load Allocation Standard Operating Procedures Manual (DWQ, 1990). The model reach
configuration is provided in Figure 2.
The modifications required to set the model up for WLA application runs included input of critical flows,
permitted wasteflows, estimates of velocity and depth for each scenario's flow regime, and modification
of CBOD decay using the Bosco equation which is correlated to stream velocity and depth.
TETRATECH
3

High Point Westside WLA Analysis
November 9, 2012
Legend
QUAL2E Model Reaches
Major Road
El County Boundary
aModel Watershed
- Water
Municipalities
16
Rich Fork Creek
QUAL2E Model Reaches, High Point, NC
NAD 1063 8tanPlane Narm Cirziz 1P3_3200_PI
M80 9rOdue00 11.01.2012 • -I NUwte9
Hambys
Creek
0.5
Jimmys
Creek
2
Kdomelar$
045 00 18
Miles
Rich Fork
Creek
J
Lexington Ave
85
ib
TETRA TECH
Figure 2. Rich Fork Creek QUAL2E Model Reach Configuration
ib
TETRATECH
4

High Point Westside WLA Analysis November 9, 2012
Flow and Hydraulics Parameters
Headwater Flow
DWQ policy is to use 7Q10 statistics for headwater flow assumptions in steady-state BOD/DO modeling.
The statistics are estimated by the USGS upon request, and two period are distinguished: summer (Apr -
October) and winter (Nov - Mar) related to DWQ seasonal periods for NPDES permitting. Tetra Tech
confirmed with DWQ (email correspondence 10/15/12 between Trevor Clements and Julie Grzyb) that
current estimates applied for the Westside permit should be used for consistency, which are as follows:
Summer 7Q10: 0.67 cfs (applies to modeling scenarios 1 and 3)
Winter 7Q10: 1.90 cfs (applies to modeling scenarios 2 and 4)
Incremental Base -Flow and Tributary Flow
USGS (email from Curtis Weaver, 10/12/12) indicated that the drainage area for the Westside outfall
location is 19.1 square miles. Incremental baseflow can be estimated for summer and winter 7Q10
conditions by dividing the flows by the drainage area as follows:
Summer 7Q10 incremental flow rate: 0.67 cfs/19.lsq.mi. = 0.035 cfs/sq.mi. (scenarios 1 and 3)
Winter 7Q10 incremental flow rate: 1.90 cfs/19.lsq.mi. = 0.099 cfs/sq.mi. (scenarios 2 and 4)
These values correspond well with the range of flow yield estimated by USGS (email from Curtis
Weaver, 10/12/12) as 0 to 0.8 cfs/sq.mi. for the summer and 0.04 to 0.17 csf/sq.mi. for the winter period
based on Low flow characteristics of streams in North Carolina (USGS Water -Supply Paper 2403).
Much of the drainage area downstream out the outfall is contributed by significant tributaries (Kennedy
Mill, Hunts Fork and Hamby Creek). Therefore, incremental flow will be input through the tributary
junctions as relative point sources, and baseflow along the Rich Fork Creek channel will conservatively
be assumed to be zero. Using the tributary drainage area (from HEC modeling watersheds) and yields
(incremental flow rates) estimated above, the tributary flow inputs were calculated as follows:
Kennedy Mill: DA = 7.1 sq.mi.;
Hunts Fork: DA = 11.9 sq.mi.;
Hamby Creek: DA = 30 sq.mi.;
Wastewater Flow
Scenarios 1 and 2:
Scenarios 3 and 4:
Summer 7Q10
Winter 7Q10 =
Summer 7Q10
Winter 7Q10 =
Summer 7Q10
Winter 7Q10 =
8.2 MGD = 12.69 cfs
10.0 MGD = 15.47 cfs
= 7.1 *0.035 = 0.25 cfs;
7.1 *0.099 = 0.70 cfs
= 11.9*0.035 = 0.42 cfs;
11.9*0.099 = 1.18 cfs
= 30*0.035 = 1.05 cfs;
30*0.099 = 2.97 cfs
Velocity and Depth
Channel velocity and depth values will be associated with restored channel conditions and the amount of
water flowing through the channel Total flow at the outfall point for the four scenarios will be as follows:
Scenario 1:
Scenario 2:
Scenario 3:
Scenario 4:
Headwater 7Q10 (0.67 cfs) + Effluent (12.69 cfs) = 13.36 cfs
Headwater 7Q10 (1.9 cfs cfs) + Effluent (12.69 cfs) = 14.59 cfs
Headwater 7Q10 (0.67 cfs) + Effluent (15.47 cfs) = 16.14 cfs
Headwater 7Q10 (1.9 cfs) + Effluent (15.47 cfs) = 17.37 cfs
TETRATECH
5

High Point Westside WLA Analysis November 9, 2012
To be conservative, velocity and depth estimates for the restored channel will be based on the headwater
and effluent flows only. Adding tributary flows would increase velocity and depth slightly, but make the
reach calculations more complex without necessity.
Previous dye study and HEC-RAS model results for existing conditions in portions of the stream where
hydraulics are not impaired by the sand mining and excessive tree fall were used to estimate stream
channel velocity and depth. The July 2007 dye study for the portion of Rich Fork Creek between the
outfall and Hwy 109 sand mined pool showed a velocity of 0.85 fps for an estimated instream flow of
approximately 6 cfs. Average depth was measured at about 7 to 8 inches. HEC modeling results for a
restored channel throughout the sand mined areas for flows ranging from 10 cfs to 16 cfs produced
velocities ranging from 0.97 to 1.16 fps with depths ranging from 7 to 9 inches. However, sensitivity
analysis showed that as depth increased to over 12 inches, velocity would be expected to decrease. For
example, at a flow of 16 cfs and an average 1.1 ft depth, velocity averaged 0.79 fps.
Given some uncertainty about post -restoration channel conditions, lower velocities were input to the
model reflecting depths over 1 ft to provide for conservative assumptions. Using proportional
relationships between flow, velocity and depth from the HEC modeling the following input values were
estimated for each scenario:
Scenario 1: Velocity = 0.70 fps Average Depth = 1.02 ft
Scenario 2: Velocity = 0.74 fps Average Depth = 1.06 ft
Scenario 3: Velocity = 0.79 fps Average Depth = 1.10 ft
Scenario 4: Velocity = 0.83 fps Average Depth = 1.14 ft
Water Quality Parameters
Effluent Conditions
Scenario 1:
BOD5 =5mg/L
NH3N = 1 mg/L
DO = 7 mg/L
Scenario 2:
BOD5 = 10 mg/L
NH3N = 1.8 mg/L
DO = 7 mg/L
Scenario 3:
BOD5 = 5 mg/L
NH3N = 1 mg/L
DO = 7 mg/L
Scenario 4:
BOD5 = 10 mg/L
NH3N = 1.8 mg/L
DO = 7 mg/L
TETRATECH
6

High Point Westside WLA Analysis November 9, 2012
Conversion of BODS to CBOD ultimate concentration was estimated using the Thomann and Mueller F-
ratio value of 2.47 (1987, Principles of Surface Water Quality Modeling and Control based on facility
studies). Kd was estimated using the Bosco equation for the defined velocities and depths for each
scenario (USEPA, 1985). Based on previous modeling data, the effluent will be assumed to have a
summer temperature of 25 C and winter temperature of 15 C.
Headwater Water Quality Conditions
Quality assured water quality data have been collected upstream of the High Point Westside outfall by the
Yadkin Pee -Dee River Basin Association (YPDRBA) since 1998. Station Q5745000 is located on Rich
Fork Creek at the Chestnut Street crossing. These data were used to establish headwater water quality
conditions. These assumptions were also applied to incremental baseflow for summer and winter,
respectively.
Summer Temperature: The 90th percentile of temperature monitored between the months of July through
October was calculated to provide the summer headwater temperature condition for the model. For 114
observations recorded between July 1998 and July 2012, the 90th percentile was calculated at 24.3 C.
Winter Temperature: The 90th percentile of temperature monitored during the month of November was
calculated to provide the winter headwater temperature condition for the model. For 12 observations
recorded between 1998 and July 2011, the 90th percentile was calculated at 13.6 C.
Summer DO: The median percent saturation for DO for the most recent five years of YPDRBA data
collected at Q5745000 for the summer period was 82 percent. At 24.3 C, this converts to a headwater DO
concentration for the model of 6.8 mg/L (i.e., 82 percent of 8.31 mg/L).
Winter DO: The median percent saturation for DO for the most recent five years of YPDRBA data
collected at Q5745000 for the winter period was 79 percent. At 13.6 C, this converts to a headwater DO
concentration for the model of 8.2 mg/L (i.e., 79 percent of 10.38 mg/L).
Summer Nitrogen: Upstream summer concentrations observed by YPDRBA for ammonia (NH3N) and
TKN have remained relatively consistent with period of record and last five year record being essentially
the same (0.07mg/L NH3N and 0.4 mg/L TKN). Summer headwater organic nitrogen concentration is
therefore assumed to be 0.33 mg/L (i.e., 0.4 mg/L TKN minus 0.07 mg/L NH3N).
Winter Nitrogen: Similar to the summer observations, upstream winter concentrations observed by
YPDRBA for ammonia (NH3N) and TKN have remained relatively consistent with period of record and
last five year record being essentially the same (0.06mg/L NH3N and 0.25 mg/L TKN). Winter headwater
organic nitrogen concentration is therefore assumed to be 0.19 mg/L (i.e., 0.25 mg/L TKN minus 0.06 mg/L
NH3N).
A complete record of all inputs can be found in the model input files for each scenario provided in
Attachments A - D.
3. MODEL APPLICATION RESULTS
Model predictions for DO, flow, CBOD, and NH3N are shown in Figures 3 through 6, respectively
(model output for all four scenarios is provided in Attachments A - D).
Flow Predictions
Figure 3 shows flow assumptions for the four modeled scenarios. This information helps in further
understanding predicted water quality results. Tributary flows change main stem water quality
concentrations in Rich Fork Creek, which can be seen in the line graphs for Figures 4 — 6 where the flow
changes occur.
lt
TETRATECH
7

High Point Westside WLA Analysis November 9, 2012
25
20
010
Run 1: 8.2 MGD Summer Run 2: 8.2 MGD Winter
Run 3: 10 MGD Summer Run 4: 10 MGD Winter
1.11.1.1111111.1.11.1..1.1..1.11.1111.1111.1.11.1111.1..1.1..1.1..1.11.1.11.1.1111.1111.1111..1.1.11.1.11.1111.1111.1.11.1111
.
o• h �. ,�h R• ,rh "y "a" �h h gh o �y ,its o b� o og do doh .,+� �s I.
Distance (mi)
Figure 3. Assumed Critical Flow Levels for the Four Modeled Scenarios
DO Predictions
The DO profiles in Figure 4 illustrate that in the summer, while the higher effluent DO temporarily
increases instream DO above background, a combination of lower baseflow DO, sediment oxygen
demand (SOD), CBOD decay, and reaeration are anticipated to achieve a rough equilibrium such that
relatively little change occurs after the sagpoint (miles 5 through 11.5 for summer conditions, and miles
0.2 to 5 in the winter).
8
7
8
rn 5
3
2
1
0
— Run 1: 8.2 MGD Summer Run 2: 8.2 MGD Winter
— — Run 3: 10 MGD Summer
-- Run 4: 10 MGD Winter
11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
o e` �. I. e. �h @ oh 6 oh AA • ob.A e, ,�o ^• ,�� N.
Distance (mij
Figure 4. Model Predicted DO Concentration Downstream of the High Point Westside Outfall
for Summer and Winter WLA Model Application Scenarios
TETRATECH
8

High Point Westside WLA Analysis November 9, 2012
The relatively smooth shape of the DO profiles is a reflection of the uniform assumption of depth and
velocity associated with restoration design goals. Actual depth and velocity will be expected to vary once
the stream channel adjusts to the restored stream channel segments and reduced number of treefall dams.
This in turn will be expected to produce more noise (variation) in the DO profile around this current
central tendency prediction. A quick check on model sensitivity was conducted using an across the board
reduction in velocity of 20 percent for Scenario 1(summer conditions); this reduced the sagpoint DO
concentration from 5.6 mg/L to 5.1 mg/L.
For the winter runs, the sagpoint is largely influenced by the effluent DO concentration. The permit
assumption of 7 mg/L DO in the effluent mixing with the 8.2 mg/L winter critical stream DO results in a
temporary sag of 1.2 mg/L. In reality, the effluent DO is likely to be closer to the stream DO because of
colder temperatures. However, the instream DO below the outfall is expected to stay well above the DO
standard (daily average of 5 mg/L) at the effluent limits of 10 mg/L BOD5 and 1.8 mg/L NH3N for both
8.2 and 10 MGD effluent flows. A quick check on model sensitivity was conducted using an across the
board reduction in velocity of 20 percent for Scenario 2 (winter conditions); this reduced the sagpoint DO
concentration from 7.0 mg/L to 6.8 mg/L between model milepoints 3 and 5, still well above the daily
average requirement of 5 mg/L.
CBOD Predictions
Figure 5 provides the CBOD ultimate profiles for the four modeled scenarios. The concentrations reflect
conservative estimates since intermediate baseflow other than tributary flow was not included in the
model. Additionally, actual effluent concentrations will be considerably less than permitted values in
order to maintain compliance.
25
20
c15
E
210
U
5
—Run 1: 8.2 MGD Summer —Run 2: 8.2 MGD Winter
— — Run 3: 10 MGD Summer — — Run 4: 10 MGD Winter
0 `' +� y ti Ny ' o% bh �a ��a �a �fa 1 A • $ ��s do ^ •
h �� h
Distance (mi)
Figure 5. Model CBOD Ultimate Concentration Predictions for WLA Scenarios
NH3N Predictions
Figure 6 provides the model predicted ammonia concentrations for the four WLA scenarios. Model output
shows that decay of organic nitrogen to ammonia is partially off -setting the impact of ammonia decay in
the model. This explains the relatively shallow decline evidenced in the plots of NH3N concentration.
Again, these would be considered conservative estimates of NH3N since intermediate baseflow other than
TETRATECH
9

High Point Westside WLA Analysis
November 9, 2012
tributary flow was not included in the model. Also once again, actual effluent concentrations will be
considerably less than permitted values in order to maintain compliance.
—Run 1: 8.2 MGD Summer Faun 2: 8.2 MGD Wnter
— — Run 3: 10 MGD Summer Run 4: 10 MGD Winter
1.8
—
1.6
r. 1.2
o) 1.0
z0.8
----i—..... •
M
ci 0.6
0.4
0.2
0.0
,.,,i,,,,,,,,,,,,,,,,,, „ ,,.,, „, „ „ ..., ,,., „ ,,.,,..,.,i,.i,,.,I.,l..,,.,, „i,i,.il,i,,,.,,.i „ ,.,,,,,,,,,i
0 .zr h '4 ' 3y J tr b, y hh CY 1 '‘' 0 R 9 '2 ho ht, IN hh- <%
Distance (mi)
Figure 6. Model NH3N Concentration Predictions for WLA Scenarios
4. REFERENCES
NCDENR, 1990. NCDEM Wasteload Allocations Standard Operating Procedures Manual, Division of
Environmental Management, Water Quality Section.
NCDWQ. 10/15/12 email correspondence between Trevor Clements (Tetra Tech) and Julie Grzyb
(DWQ) regarding USGS low flow statistics and values to apply to WLA scenarios.
Tetra Tech, March 2006. Water Quality Modeling Scoping Analysis for the High Point Westside
Discharge to Rich Fork Creek. Prepared for the City of High Point and Hazen & Sawyer, P.C.
Tetra Tech, January 2008. Results of Phase I Field Monitoring and Model Updates for the High Point
Westside Discharge to Rich Fork Creek. Prepared for the City of High Point and and Hazen & Sawyer, P.C.
Tetra Tech, September 2009. Hydrology and Hydraulic Modeling Report for Rich Fork Creek, NC.
Prepared for the City of High Point and and Hazen & Sawyer, P.C.
Tetra Tech, October 19, 2009 Memorandum to DWQ from Trevor Clements and Alix Matos regarding
QUAL2E Modeling for Rich Fork Creek: Input Files.
Thomann and Mueller. 1987. Principles of Surface Water Quality Modeling and Control.
USEPA. 1985. Rates, Constants, and Kinetics Formulations in Surface Water Quality Modeling (second
edition). EPA/600/3-85/040.
USGS. 10/12/12 email from Curtis Weaver (USGS) to Trevor Clements (Tetra Tech) regarding USGS
low flow statistics for Rich Fork Creek.
USGS. 1993. Low flow characteristics of streams in North Carolina (USGS Water -Supply Paper 2403).
TETRATECH
10

High Point Westside WLA Analysis November 2, 2012
ATTACHMENT A. QUAL2E Model Input and Output for Scenario 1
TETRATECH
11

WLAScenl.inp
TITLE01 Scenario 1 - Restored channel; Summer Critical Conditions
TITLE02
mgd
TITLE03 NO
TITLE04 NO
TITLE05 NO
TITLE06 NO
TITLE07 YES
TITLE08 NO
TITLE09 NO
TITLE10
TITLE11 YES
TITLE12
TITLE13 YES
TITLE14 NO
TITLE15 NO
ENDTITLE
LIST DATA INPUT
WRITE OPTIONAL SUMMARY
NO FLOW AUGMENTATION
STEADY STATE
NO TRAPEZOIDAL CHANNELS
PRINT SOLAR/LCD DATA
PLOT DO/BOD
FIXED DNSTRM CONC (YES=1)
INPUT METRIC (YES=1)
NUMBER OF REACHES
NUM OF HEADWATERS
TIME STEP (HOURS)
MAXIMUM SSTATE ITERATIONS
LATITUDE OF BASIN (DEG)
STANDARD MERIDIAN (DEG)
EVAP. COEFF. (AE)
ELEV OF BASIN (ELEV)
ENDATA1
O UPTAKE BY NH3 OXID(MG 0/MG N) 3.43
O PROD BY ALGAE (MG 0/MG A) 1.6
N CONTENT OF ALGAE (MG N/MG A) 0.085
ALG MAX SPEC GROTH RATE(1/DAY) 2
N HALF SATURATION CONST (MG/L) 0.2
LIN ALG SHADE CO (1/H-UGCHA/L) 0.0027
LIGHT FUNCTION OPTION (LFNOPT) 1
DAILY AVERAGING OPTION (LAVOPT) 1
NUMBER OF DAYLIGHT HOURS (NDLH) 11.2
ALGY GROWTH CALC OPTION (LGROPT) 1
ALG/TEMP SOLR RAD FACTOR (TFACT) 0.45
ENDATA1A
ENDATA1B
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
Rich Fork Creek from WWTP to mouth; High Pt discharge Q = 8.2
CONSERVATIVE MINERAL I
CONSERVATIVE MINERAL II
CONSERVATIVE MINERAL III
TEMPERATURE
BIOCHEMICAL OXYGEN DEMAND
ALGAE AS CHL-A IN UG/L
PHOSPHORUS CYCLE AS P IN MG/L
(ORGANIC-P; DISSOLVED-P)
NITROGEN CYCLE AS N IN MG/L
(ORGANIC-N; AMMONIA-N; NITRITE-N, NITRATE-N)
DISSOLVED OXYGEN IN MG/L
FECAL COLIFORMS IN NO./100 ML
ARBITRARY NON -CONSERVATIVE
0
0
16
1
1
30
35
75
0.00103
680
1 WWTP to 109 pool
2 through 109 pool
3 to Bedrock Knoll
4 to MS Rd
5 to confluence
6 to breakpoint
7 to ball road
8 through ball pool
9 to Kanoy Road
10 through kanoy pool
11 to shuler road
12 to utility easement
13 to below evans road
14 to below business 85
5D-ULT BOD CONV K COEF
OUTPUT METRIC (YES=1)
NUMBER OF JUNCTIONS
NUMBER OF POINT LOADS
LNTH COMP ELEMENT (DX)
TIME INC. FOR RPT2 (HRS)
LONGITIUDE OF BASIN (DEG)
DAY OF YEAR START TIME
EVAP COEF. (BE)
DUST ATTENUATION COEF.
0
0
4
0.1
1
80
248
0.0000094
0.06
O UPTAKE BY NO3 OXID(MG 0/MG N)
O UPTAKE BY ALGAE (MG 0/MG A)
P CONTENT OF ALGAE (MG N/MG A)
ALGAE RESPIRATION RATE (1/DAY)
P HALF SATURATION CONST (MG/L)
NLIN SHADE (1/H-(UGCHA/L)'`'`2/3)
LIGHT SATURATION COEF (INT/MIN)
LIGHT AVERAGING FACTOR (AFACT)
TOTAL DAILY SOLAR RADTN (INT)
ALGAL PREF FOR NH3-N (PREFN)
NITRIFICATION INHIBITION COEF
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
Page 1
12.5 TO
12.2 TO
12.0 TO
11.7 TO
10.9 TO
10.4 TO
9.9 TO
9.2 TO
9.0 TO
8.0 TO
7.9 TO
6.4 TO
5.6 TO
4.5 TO
1.14
1.9
0.013
0.1
0.04
0.0165
0.03
0.92
400
0.5
10
12.2
12.0
11.7
10.9
10.4
9.9
9.2
9.0
8.0
7.9
6.4
5.6
4.5
2.8

WLAScenl.inp
STREAM REACH 15 to below old hwy 29 FROM 2.8 TO 1.7
STREAM REACH 16 to mouth FROM 1.7 TO 0
ENDATA2
ENDATA3
FLAG FIELD RCH= 1 3 1 6 2
FLAG FIELD RCH= 2 2 6 2
FLAG FIELD RCH= 3 3 2 2 2
FLAG FIELD RCH= 4 8 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 5 5 2 2 2 2 2
FLAG FIELD RCH= 6 5 2 2 2 2 2
FLAG FIELD RCH= 7 7 2 2 2 2 2 2 2
FLAG FIELD RCH= 8 2 2 2
FLAG FIELD RCH= 9 10 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 10 1 2
FLAG FIELD RCH= 11 15 2 2 2 2 6 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 12 8 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 13 11 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 14 17 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 15 11 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 16 17 2 2 2 2 2 2 2 6 2 2 2 2 2 2 2 2 5
ENDATA4
HYDRAULCS RCH= 1 0.710 0 1.03 0 0.025
HYDRAULCS RCH= 2 0.710 0 1.03 0 0.025
HYDRAULCS RCH= 3 0.710 0 1.03 0 0.025
HYDRAULCS RCH= 4 0.710 0 1.03 0 0.025
HYDRAULCS RCH= 5 0.710 0 1.03 0 0.025
HYDRAULCS RCH= 6 0.710 0 1.03 0 0.025
HYDRAULCS RCH= 7 0.710 0 1.03 0 0.025
HYDRAULCS RCH= 8 0.710 0 1.03 0 0.025
HYDRAULCS RCH= 9 0.710 0 1.03 0 0.025
HYDRAULCS RCH= 10 0.710 0 1.03 0 0.025
HYDRAULCS RCH= 11 0.710 0 1.03 0 0.025
HYDRAULCS RCH= 12 0.710 0 1.03 0 0.025
HYDRAULCS RCH= 13 0.710 0 1.03 0 0.025
HYDRAULCS RCH= 14 0.710 0 1.03 0 0.025
HYDRAULCS RCH= 15 0.710 0 1.03 0 0.025
HYDRAULCS RCH= 16 0.710 0 1.03 0 0.025
ENDATAS
ENDATA5A
REACT COEF RCH= 1 0.202 0 0.149 5
REACT COEF RCH= 2 0.202 0 0.145 5
REACT COEF RCH= 3 0.202 0 0.140 5
REACT COEF RCH= 4 0.202 0 0.130 5
REACT COEF RCH= 5 0.202 0 0.119 5
REACT COEF RCH= 6 0.202 0 0.111 5
REACT COEF RCH= 7 0.202 0 0.100 5
REACT COEF RCH= 8 0.202 0 0.093 5
REACT COEF RCH= 9 0.202 0 0.083 5
REACT COEF RCH= 10 0.202 0 0.075 5
REACT COEF RCH= 11 0.202 0 0.075 5
REACT COEF RCH= 12 0.202 0 0.075 5
REACT COEF RCH= 13 0.202 0 0.075 5
REACT COEF RCH= 14 0.202 0 0.075 5
REACT COEF RCH= 15 0.202 0 0.075 5
REACT COEF RCH= 16 0.202 0 0.075 5
ENDATA6
N AND P COEF RCH= 1 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 2 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 3 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 4 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 5 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 6 0.1 0.1 0.2 0 0.5
Page 2

N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
ENDATA6A
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ENDATA6b
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
ENDATA7
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
ENDATA7A
INCR FLOW-1 RCH= 1
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
7
8
10
11
12
13
14
15
16
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
75.7
75.7
75.7
75.7
75.7
75.7
75.7
75.7
75.7
75.7
75.7
75.7
75.7
75.7
75.7
75.7
WLAScenl.inp
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
1 0.33 0.07
2 0.33 0.07
3 0.33 0.07
4 0.33 0.07
5 0.33 0.07
6 0.33 0.07
7 0.33 0.07
8 0.33 0.07
9 0.33 0.07
10 0.33 0.07
11 0.33 0.07
12 0.33 0.07
13 0.33 0.07
14 0.33 0.07
15 0.33 0.07
16 0.33 0.07
Page 3
0
o
o
0
0
o
0
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13

INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
INCR FLOW-1
INCR FLOW-1
INCR FLOW-1
INCR FLOW-1
ENDATA8
INCR FLOW-2
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
ENDATA8A
ENDATA9
HEADWTR-1
ENDATA10
HEADWTR-2
ENDATA10A
POINTLD-1
POINTLD-1
POINTLD-1
POINTLD-1
ENDATA11
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
ENDATA11A
ENDATA12
ENDATA13
ENDATA13A
WLAScenl.inp
RCH= 2
RCH= 3
RCH= 4
RCH= 5
RCH= 6
RCH= 7
RCH= 8
RCH= 9
RCH= 10
RCH= 11
RCH= 12
RCH= 13
RCH= 14
RCH= 15
RCH= 16
RCH= 1
RCH= 2
RCH= 3
RCH= 4
RCH= 5
RCH= 6
RCH= 7
RCH= 8
RCH= 9
RCH= 10
RCH= 11
RCH= 12
RCH= 13
RCH= 14
RCH= 15
RCH= 16
HDW= 1 Rich Fork Creek 0.67 75.7 6.8 2.00
HDW= 1 0.33 0.07 0.01 0.13
PTL=
PTL=
PTL=
PTL=
1 westside ww
2 Kennedy Mil
3 Hunts Fork
4 Hamby Creek
PTL= 1
PTL= 2
PTL= 3
PTL= 4
12.69 77.0 7.0 12.35
0.25 75.7 6.8 2.00
0.42 75.7 6.8 2.00
1.05 75.7 6.8 2.00
1.79 1.00 0.02 12.89
0.33 0.07 0.01 0.13
0.33 0.07 0.01 0.13
0.33 0.07 0.01 0.13
Page 4

MODEL • *
1996
$$$ (PROBLEM TITLES) $$$
CARD TYPE
TITLE01
Conditions
TITLE02
Q = 8
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.23000
0.00000
TITLE03 NO
TITLE04 NO
TITLE05 NO
TITLE06 NO
TITLE07 YES
TITLE08 NO
TITLE09 NO
TITLE10
TITLE11 YES
TITLE12
TITLE13 YES
TITLE14 NO
TITLE15 NO
ENDTITLE
WLAScenl.out
* * * QUAL-2E STREAM QUALITY ROUTING
version 3.22 -- May
QUAL-2E PROGRAM TITLES
Scenario 1 - Restored channel; Summer Critical
Rich Fork Creek from WWTP to mouth; High Pt discharge
CONSERVATIVE MINERAL I
CONSERVATIVE MINERAL II
CONSERVATIVE MINERAL III
TEMPERATURE
BIOCHEMICAL OXYGEN DEMAND
ALGAE AS CHL-A IN UG/L
PHOSPHORUS CYCLE AS P IN MG/L
(ORGANIC-P; DISSOLVED-P)
NITROGEN CYCLE AS N IN MG/L
(ORGANIC-N; AMMONIA-N; NITRITE-N, NITRATE-N)
DISSOLVED OXYGEN IN MG/L
FECAL COLIFORMS IN NO./100 ML
ARBITRARY NON -CONSERVATIVE
$$$ DATA TYPE 1 (CONTROL
CARD TYPE
LIST DATA INPUT
WRITE OPTIONAL SUMMARY
NO FLOW AUGMENTATION
STEADY STATE
NO TRAPEZOIDAL CHANNELS
PRINT SOLAR/LCD DATA
PLOT DO/BOD
FIXED DNSTRM CONC (YES=1)
INPUT METRIC (YES=1)
NUMBER OF REACHES
DATA) $$$
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
16.00000
Page 1
CARD TYPE
5D-ULT BOD CONY K COEF
OUTPUT METRIC (YES=1)
NUMBER OF JUNCTIONS

0.00001
0.06000
0.00000
0/MG N)
0/MG A)
N/MG A)
(1/DAY)
(MG/L)
0.00000
4.00000
0.10000
1.00000
80.00000
NUM OF HEADWATERS
TIME STEP (HOURS)
MAXIMUM SSTATE ITERATIONS
LATITUDE OF BASIN (DEG)
STANDARD MERIDIAN (DEG)
248.00000
EVAP. COEFF. (AE)
ELEV OF BASIN (ELEV)
ENDATA1
WLAScenl.out
1.00000
1.00000
30.00000
35.00000
75.00000
0.00103
680.00000
0.00000
NUMBER OF POINT LOADS
LNTH COMP ELEMENT (DX)
TIME INC. FOR RPT2 (HRS)
LONGITIUDE OF BASIN (DEG)
DAY OF YEAR START TIME
EVAP COEF. (BE)
DUST ATTENUATION COEF.
$$$ DATA TYPE 1A (ALGAE PRODUCTION AND NITROGEN
CARD TYPE
O UPTAKE BY NH3 OXID(MG 0/MG N)
1.1400
O PROD BY ALGAE (MG 0/MG A)
1.9000
N CONTENT OF ALGAE (MG N/MG A)
0.0130
ALG MAX SPEC GROTH RATE(1/DAY)
0.1000
N HALF SATURATION CONST (MG/L)
0.0400
LIN ALG SHADE CO (1/FT-UGCHA/L=)
SHADE(1/FT-(UGCHA/L)**2/3)= 0.0165
LIGHT FUNCTION OPTION (LFNOPT)
(BTU/FT2-MIN) = 0.0300
DAILY AVERAGING OPTION (LAVOPT)
(AFACT) 0.9200
NUMBER OF DAYLIGHT HOURS (NDLH)
(BTU/FT-2)= 400.0000
ALGY GROWTH CALC OPTION (LGROPT)
(PREFN) 0.5000
ALG/TEMP SOLR RAD FACTOR (TFACT)
INHIBITION COEF 10.0000
ENDATA1A
0.0000
$$$
3.4300
1.6000
0.0850
2.0000
0.2000
0.0027
1.0000
1.0000
11.2000
1.0000
0.4500
0.0000
OXIDATION CONSTANTS) $$$
$$$ DATA TYPE 1B (TEMPERATURE CORRECTION CONSTANTS
CARD TYPE RATE CODE
THETA( 1) BOD DECA
THETA( 2) BOD SETT
THETA( 3) OXY TRAN
THETA( 4) SOD RATE
THETA( 5) ORGN DEC
THETA( 6) ORGN SET
THETA( 7) NH3 DECA
THETA( 8) NH3 SRCE
THETA( 9) NO2 DECA
THETA(10) PORG DEC
THETA(11) PORG SET
THETA(12) DISP SRC
THETA VALUE
1.047
1.024
1.024
1.060
1.047
1.024
1.083
1.074
1.047
1.047
1.024
1.074
Page 2
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
CARD TYPE
O UPTAKE BY NO3 OXID(MG
O UPTAKE BY ALGAE (MG
P CONTENT OF ALGAE (MG
ALGAE RESPIRATION RATE
P HALF SATURATION CONST
NLIN
LIGHT SAT'N COEF
LIGHT AVERAGING FACTOR
TOTAL DAILY SOLR RAD
ALGAL PREF FOR NH3-N
NITRIFICATION
FOR RATE COEFFICIENTS)

R. MI/KM
12.2
12.0
11.7
10.9
10.4
9.9
9.2
9.0
8.0
7.9
6.4
5.6
4.5
2.8
1.7
0.0
0.0
SOURCES
0.
WLAScenl.out
THETA(13) ALG GROW 1.047 DFLT
THETA(14) ALG RESP 1.047 DFLT
THETA(15) ALG SETT 1.024 DFLT
THETA(16) COLI DEC 1.047 DFLT
THETA(17) ANC DECA 1.000 DFLT
THETA(18) ANC SETT 1.024 DFLT
THETA(19) ANC SRCE 1.000 DFLT
ENDATA1B
$$$ DATA TYPE 2 (REACH IDENTIFICATION) $$$
CARD TYPE REACH ORDER AND IDENT R. MI/KM
STREAM REACH 1.0 WWTP to 109 pool FROM 12.5 TO
STREAM REACH 2.0 through 109 pool FROM 12.2 TO
STREAM REACH 3.0 to Bedrock Knoll FROM 12.0 TO
STREAM REACH 4.0 to MS Rd FROM 11.7 TO
STREAM REACH 5.0 to confluence FROM 10.9 TO
STREAM REACH 6.0 to breakpoint FROM 10.4 TO
STREAM REACH 7.0 to ball road FROM 9.9 TO
STREAM REACH 8.0 through ball pool FROM 9.2 TO
STREAM REACH 9.0 to Kanoy Road FROM 9.0 TO
STREAM REACH 10.0 through kanoy pool FROM 8.0 TO
STREAM REACH 11.0 to shuler road FROM 7.9 TO
STREAM REACH 12.0 to utility easement FROM 6.4 TO
STREAM REACH 13.0 to below evans road FROM 5.6 TO
STREAM REACH 14.0 to below business 8 FROM 4.5 TO
STREAM REACH 15.0 to below old hwy 29 FROM 2.8 TO
STREAM REACH 16.0 to mouth FROM 1.7 TO
ENDATA2 0.0 0.0
$$$ DATA TYPE 3 (TARGET LEVEL DO AND FLOW AUGMENTATION SOURCES) $$$
CARD TYPE REACH AVAIL HDWS TARGET ORDER OF AVAIL
ENDATA3 0. 0. 0.0 0. 0. 0. 0. 0.
$$$ DATA TYPE 4 (COMPUTATIONAL REACH FLAG FIELD) $$$
CARD TYPE REACH ELEMENTS/REACH
FLAG FIELD 1. 3.
1.6.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 2. 2.
6.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 3. 3.
Page 3
COMPUTATIONAL FLAGS

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2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 4. 8.
2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 5. 5.
2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 6. 5.
2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 7. 7.
2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 8. 2.
2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 9. 10.
2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 10. 1.
2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 11. 15.
2.2.2.2.6.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.
FLAG FIELD 12. 8.
2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 13. 11.
2.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.
FLAG FIELD 14. 17.
2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.0.0.0.
FLAG FIELD 15. 11.
2.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.
FLAG FIELD 16. 17.
2.2.2.2.2.2.2.6.2.2.2.2.2.2.2.2.5.0.0.0.
ENDATA4 0. 0.
0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
CMANN
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
$$$ DATA TYPE 5 (HYDRAULIC DATA FOR DETERMINING VELOCITY AND DEPTH) $$$
CARD TYPE REACH COEF-DSPN COEFQV EXPOQV COEFQH EXPOQH
HYDRAULCS 1. 0.00 0.710 0.000 1.030 0.000
HYDRAULCS 2. 0.00 0.710 0.000 1.030 0.000
HYDRAULCS 3. 0.00 0.710 0.000 1.030 0.000
HYDRAULCS 4. 0.00 0.710 0.000 1.030 0.000
HYDRAULCS 5. 0.00 0.710 0.000 1.030 0.000
HYDRAULCS 6. 0.00 0.710 0.000 1.030 0.000
HYDRAULCS 7. 0.00 0.710 0.000 1.030 0.000
HYDRAULCS 8. 0.00 0.710 0.000 1.030 0.000
HYDRAULCS 9. 0.00 0.710 0.000 1.030 0.000
HYDRAULCS 10. 0.00 0.710 0.000 1.030 0.000
HYDRAULCS 11. 0.00 0.710 0.000 1.030 0.000
HYDRAULCS 12. 0.00 0.710 0.000 1.030 0.000
HYDRAULCS 13. 0.00 0.710 0.000 1.030 0.000
HYDRAULCS 14. 0.00 0.710 0.000 1.030 0.000
HYDRAULCS 15. 0.00 0.710 0.000 1.030 0.000
Page 4

0.025
0.025
0.000
WLAScenl.out
HYDRAULCS 16. 0.00 0.710 0.000 1.030 0.000
ENDATA5 0. 0.00 0.000 0.000 0.000 0.000
$$$ DATA TYPE 5A (STEADY STATE TEMPERATURE AND CLIMATOLOGY DATA) $$$
CARD TYPE DUST CLOUD DRY BULB WET BULB
ATM SOLAR RAD
REACH ELEVATION COEF COVER TEMP TEMP
PRESSURE WIND ATTENUATION
ENDATASA 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 6 (REACTION COEFFICIENTS FOR DEOXYGENATION AND REAERATION)
$$$
CARD TYPE
COEQK2 OR EXPQK2
REACH K1 K3 SOD K20PT K2
RATE
TSIV COEF OR SLOPE
FOR OPT 8 FOR OPT 8
REACT COEF 1. 0.20 0.00 0.149 5. 0.00
0.000 0.00000
REACT COEF 2. 0.20 0.00 0.145 5. 0.00
0.000 0.00000
REACT COEF 3. 0.20 0.00 0.140 5. 0.00
0.000 0.00000
REACT COEF 4. 0.20 0.00 0.130 5. 0.00
0.000 0.00000
REACT COEF 5. 0.20 0.00 0.119 5. 0.00
0.000 0.00000
REACT COEF 6. 0.20 0.00 0.111 5. 0.00
0.000 0.00000
REACT COEF 7. 0.20 0.00 0.100 5. 0.00
0.000 0.00000
REACT COEF 8. 0.20 0.00 0.093 5. 0.00
0.000 0.00000
REACT COEF 9. 0.20 0.00 0.083 5. 0.00
0.000 0.00000
REACT COEF 10. 0.20 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 11. 0.20 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 12. 0.20 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 13. 0.20 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 14. 0.20 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 15. 0.20 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 16. 0.20 0.00 0.075 5. 0.00
0.000 0.00000
ENDATA6 0. 0.00 0.00 0.000 0. 0.00
0.000 0.00000
$$$ DATA TYPE 6A (NITROGEN AND PHOSPHORUS CONSTANTS) $$$
CARD TYPE REACH CKNH2 SETNH2 CKNH3 SNH3 CKNO2
CKPORG SETPORG SP04
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N AND P COEF 1. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 2. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 3. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 4. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 5. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 6. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 7. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 8. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 9. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 10. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 11. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 12. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 13. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 14. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 15. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 16. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
ENDATA6A 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 6B (ALGAE/OTHER COEFFICIENTS) $$$
CARD TYPE REACH ALPHAO ALGSET EXCOEF CK5 CKANC
SETANC SRCANC
CKCOLI
ALG/OTHER COEF 1. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 2. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 3. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 4. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 5. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 6. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 7. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 8. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 9. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 10. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 11. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 12. 50.00 0.00 0.01 0.00 0.00
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0.00 0.00
ALG/OTHER COEF 13. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 14. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 15. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 16. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ENDATA6b 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
$$$ DATA TYPE 7 (INITIAL CONDITIONS) $$$
CARD TYPE REACH TEMP D.O. BOD CM-1 CM-2
CM-3 ANC COLI
INITIAL COND-1 1. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 2. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 3. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 4. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 5. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 6. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 7. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 8. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 9. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 10. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 11. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 12. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 13. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 14. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 15. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 16. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
ENDATA7 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 7A (INITIAL CONDITIONS FOR CHOROPHYLL A, NITROGEN, AND
PHOSPHORUS) $$$
CARD TYPE REACH CHL-A ORG-N NH3-N NO2-N NO3-N
ORG-P DIS-P
INITIAL COND-2 1. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 2. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 3. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 4. 0.00 0.33 0.07 0.01 0.13
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0.00 0.00
INITIAL COND-2 5. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 6. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 7. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 8. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 9. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 10. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 11. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 12. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 13. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 14. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 15. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 16. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
ENDATA7A 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
$$$ DATA TYPE 8 (INCREMENTAL INFLOW CONDITIONS) $$$
CARD TYPE REACH FLOW TEMP D.O. BOD CM-1
CM-2 CM-3 ANC COLI
INCR FLOW-1 R 1. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 2. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 3. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 4. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 5. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 6. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 7. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 8. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 9. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 10. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 11. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 12. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 13. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 14. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 15. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 16. 0.000 0.00 0.00 0.00 0.00
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0.00 0.00 0.00 0.00
ENDATA8 0. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
$$$ DATA TYPE 8A (INCREMENTAL INFLOW CONDITIONS FOR CHLOROPHYLL A,
NITROGEN, AND PHOSPHORUS) $$$
CARD TYPE REACH CHL-A ORG-N NH3-N NO2-N NO3-N
ORG-P DIS-P
INCR FLOW-2 R 1. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 2. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 3. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 4. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 5. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 6. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 7. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 8. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 9. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 10. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 11. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 12. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 13. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 14. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 15. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 16. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
ENDATA8A 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
TRIB
0.
$$$ DATA TYPE 9 (STREAM JUNCTIONS) $$$
CARD TYPE JUNCTION ORDER AND IDENT UPSTRM JUNCTION
ENDATA9 0. 0. 0.
$$$ DATA TYPE 10 (HEADWATER SOURCES) $$$
CARD TYPE HDWTR NAME FLOW TEMP D.O. BOD
CM-1 CM-2 CM-3
ORDER
HEADWTR-1 1. Rich Fork Creek 0.67 75.70 6.80 2.00
0.00 0.00 0.00
ENDATA10 0. 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 10A (HEADWATER CONDITIONS FOR CHLOROPHYLL, NITROGEN,
PHOSPHORUS,
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COLIFORM AND SELECTED NON -CONSERVATIVE CONSTITUENT) $$$
CARD TYPE HDWTR ANC COLI CHL-A ORG-N NH3-N NO2-N
NO3-N ORG-P DIS-P
ORDER
HEADWTR-2 1. 0.00 0.00E+00 0.00 0.33 0.07 0.01
0.13 0.00 0.00
ENDATA10A 0. 0.00 0.00E+00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 11 (POINT SOURCE / POINT SOURCE CHARACTERISTICS) $$$
POINT
CARD TYPE LOAD NAME EFF FLOW TEMP D.O.
BOD CM-1 CM-2 CM-3
ORDER
POINTLD-1 1. Westside WW 0.00 12.69 77.00 7.00
12.35 0.00 0.00 0.00
POINTLD-1 2. Kennedy Mil 0.00 0.25 75.70 6.80
2.00 0.00 0.00 0.00
POINTLD-1 3. Hunts Fork 0.00 0.42 75.70 6.80
2.00 0.00 0.00 0.00
POINTLD-1 4. Hamby Creek 0.00 1.05 75.70 6.80
2.00 0.00 0.00 0.00
ENDATA11 0. 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
$$$ DATA TYPE 11A (POINT SOURCE CHARACTERISTICS - CHLOROPHYLL A, NITROGEN,
PHOSPHORUS,
COLIFORMS AND SELECTED NON -CONSERVATIVE CONSTITUENT)
$$$
POINT
CARD TYPE LOAD ANC COLI CHL-A ORG-N NH3-N NO2-N
NO3-N ORG-P DIS-P
ORDER
POINTLD-2 1. 0.00 0.00E+00 0.00 1.79 1.00 0.02
12.89 0.00 0.00
POINTLD-2 2. 0.00 0.00E+00 0.00 0.33 0.07 0.01
0.13 0.00 0.00
POINTLD-2 3. 0.00 0.00E+00 0.00 0.33 0.07 0.01
0.13 0.00 0.00
POINTLD-2 4. 0.00 0.00E+00 0.00 0.33 0.07 0.01
0.13 0.00 0.00
ENDATAllA 0. 0.00 0.00E+00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 12 (DAM CHARACTERISTICS) $$$
DAM RCH ELE ADAM BDAM FDAM HDAM
ENDATA12 0. 0. 0. 0.00 0.00 0.00 0.00
$$$ DATA TYPE 13 (DOWNSTREAM BOUNDARY CONDITIONS-1) $$$
CARD TYPE
CM-3 ANC COLI
TEMP
D.O. BOD CM-1 CM-2
ENDATA13 DOWNSTREAM BOUNDARY CONCENTRATIONS ARE
UNCONSTRAINED
$$$ DATA TYPE 13A (DOWNSTREAM BOUNDARY CONDITIONS-2) $$$
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CARD TYPE CHL-A ORG-N NH3-N NO2-N NH3-N
ORG-P DIS-P
ENDATA13A DOWNSTREAM BOUNDARY CONCENTRATIONS ARE
UNCONSTRAINED
BIOCHEMICAL OXYGEN DEMAND
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 2.00 11.82 11.79
2 11.59 11.56
3 11.54 11.52 11.49
4 11.47 11.44 11.42 11.39 11.37 11.35 11.32 11.30
5 11.27 11.25 11.23 11.20 11.18
6 11.16 11.13 11.11 11.09 11.06
7 11.04 11.02 10.99 10.97 10.95 10.92 10.90
8 10.88 10.85
9 10.83 10.81 10.78 10.76 10.74 10.72 10.69 10.67 10.65 10.63
10 10.60
11 10.58 10.56 10.54 10.51 10.24 10.22 10.20 10.17 10.15 10.13 10.11 10.09 10.07
10.05 10.02
12 10.00 9.98 9.96 9.94 9.92 9.90 9.88 9.86
13 9.84 9.81 9.79 9.77 9.75 9.73 9.71 9.69 9.67 9.65 9.63
14 9.61 9.59 9.57 9.55 9.53 9.51 9.49 9.47 9.45 9.43 9.41 9.39 9.37
9.35 9.33 9.31 9.29
15 9.27 9.25 9.23 9.21 9.19 9.17 9.15 9.13 9.11 9.10 9.08
16 9.06 9.04 9.02 9.00 8.98 8.96 8.94 8.44 8.42 8.41 8.39 8.37 8.35
8.34 8.32 8.30 8.28
ORGANIC NITROGEN AS N IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.33 1.71 1.71
2 1.68 1.68
3 1.68 1.67 1.67
4 1.67 1.66 1.66 1.66 1.65 1.65 1.65 1.64
5 1.64 1.64 1.63 1.63 1.63
6 1.62 1.62 1.62 1.61 1.61
7 1.61 1.60 1.60 1.60 1.59 1.59 1.59
8 1.58 1.58
9 1.58 1.58 1.57 1.57 1.57 1.56 1.56 1.56 1.55 1.55
10 1.55
11 1.54 1.54 1.54 1.54 1.50 1.49 1.49 1.49 1.48 1.48 1.48 1.48 1.47
1.47 1.47
12 1.46 1.46 1.46 1.45 1.45 1.45 1.45 1.44
13 1.44 1.44 1.43 1.43 1.43 1.43 1.42 1.42 1.42 1.41 1.41
14 1.41 1.41 1.40 1.40 1.40 1.39 1.39 1.39 1.39 1.38 1.38 1.38 1.38
1.37 1.37 1.37 1.36
15 1.36 1.36 1.36 1.35 1.35 1.35 1.35 1.34 1.34 1.34 1.33
16 1.33 1.33 1.33 1.32 1.32 1.32 1.32 1.25 1.24 1.24 1.24 1.24 1.23
1.23 1.23 1.23 1.22
AMMONIA AS N IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.07 0.95 0.95
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2 0.94 0.94
3 0.93 0.93 0.93
4 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93
5 0.93 0.93 0.93 0.93 0.93
6 0.93 0.93 0.93 0.92 0.92
7 0.92 0.92 0.92 0.92 0.92 0.92 0.92
8 0.92 0.92
9 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.91 0.91 0.91
10 0.91
11 0.91 0.91 0.91 0.91 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
0.88 0.88
12 0.88 0.88 0.88 0.88 0.88 0.88 0.87 0.87
13 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87
14 0.87 0.87 0.87 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86
0.86 0.86 0.86 0.86
15 0.86 0.86 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
16 0.85 0.85 0.85 0.85 0.85 0.85 0.84 0.79 0.79 0.79 0.79 0.79 0.79
0.79 0.79 0.79 0.78
NITRITE AS N IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.01 0.02 0.02
2 0.02 0.03
3 0.03 0.03 0.03
4 0.04 0.04 0.04 0.04 0.04 0.05 0.05 0.05
5 0.05 0.05 0.06 0.06 0.06
6 0.06 0.06 0.06 0.07 0.07
7 0.07 0.07 0.07 0.08 0.08 0.08 0.08
8 0.08 0.09
9 0.09 0.09 0.09 0.09 0.09 0.10 0.10 0.10 0.10 0.10
10 0.10
11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.12 0.12 0.12 0.12 0.12
0.12 0.12
12 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.14
13 0.14 0.14 0.14 0.14 0.14 0.14 0.15 0.15 0.15 0.15 0.15
14 0.15 0.15 0.15 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.17 0.17
0.17 0.17 0.17 0.17
15 0.17 0.17 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18
16 0.19 0.19 0.19 0.19 0.19 0.19 0.19 0.18 0.18 0.18 0.18 0.18 0.18
0.19 0.19 0.19 0.19
NITRATE AS N IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.13 12.25 12.25
2 12.03 12.03
3 12.03 12.03 12.03
4 12.03 12.03 12.03 12.03 12.03 12.03 12.03 12.03
5 12.03 12.03 12.03 12.03 12.03
6 12.03 12.03 12.03 12.03 12.03
7 12.03 12.03 12.03 12.03 12.04 12.04 12.04
8 12.04 12.04
9 12.04 12.04 12.04 12.04 12.04 12.04 12.04 12.04 12.04 12.04
10 12.04
11 12.04 12.04 12.04 12.04 11.69 11.69 11.69 11.69 11.69 11.69 11.69 11.69 11.69
11.69 11.69
12 11.70 11.70 11.70 11.70 11.70 11.70 11.70 11.70
13 11.70 11.70 11.70 11.70 11.70 11.70 11.71 11.71 11.71 11.71 11.71
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14 11.71 11.71 11.71 11.71 11.71 11.71 11.71 11.72 11.72 11.72 11.72 11.72 11.72
11.72 11.72 11.72 11.72
15 11.72 11.72 11.73 11.73 11.73 11.73 11.73 11.73 11.73 11.73 11.73
16 11.73 11.74 11.74 11.74 11.74 11.74 11.74 10.93 10.93 10.93 10.94 10.94 10.94
10.94 10.94 10.94 10.94
DISSOLVED OXYGEN IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 6.65 6.92 6.85
2 6.79 6.73
3 6.68 6.62 6.57
4 6.52 6.47 6.43 6.38 6.34 6.30 6.25 6.21
5 6.18 6.14 6.11 6.07 6.04
6 6.01 5.98 5.95 5.93 5.90
7 5.88 5.86 5.84 5.82 5.80 5.78 5.76
8 5.75 5.73
9 5.72 5.71 5.70 5.69 5.68 5.67 5.66 5.65 5.65 5.64
10 5.63
11 5.63 5.62 5.62 5.61 5.64 5.64 5.64 5.63 5.63 5.63 5.62 5.62 5.62
5.61 5.61
12 5.61 5.61 5.60 5.60 5.60 5.60 5.59 5.59
13 5.59 5.59 5.58 5.58 5.58 5.58 5.58 5.58 5.57 5.57 5.57
14 5.57 5.57 5.57 5.57 5.57 5.57 5.56 5.56 5.56 5.56 5.56 5.56 5.56
5.56 5.56 5.56 5.56
15 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56
16 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.64 5.64 5.65 5.65 5.65 5.65
5.65 5.65 5.65 5.65
DISSOLVED OXYGEN IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 6.65 6.92 6.85
2 6.79 6.73
3 6.68 6.62 6.57
4 6.52 6.47 6.43 6.38 6.34 6.30 6.25 6.21
5 6.18 6.14 6.11 6.07 6.04
6 6.01 5.98 5.95 5.93 5.90
7 5.88 5.86 5.84 5.82 5.80 5.78 5.76
8 5.75 5.73
9 5.72 5.71 5.70 5.69 5.68 5.67 5.66 5.65 5.65 5.64
10 5.63
11 5.63 5.62 5.62 5.61 5.64 5.64 5.64 5.63 5.63 5.63 5.62 5.62 5.62
5.61 5.61
12 5.61 5.61 5.60 5.60 5.60 5.60 5.59 5.59
13 5.59 5.59 5.58 5.58 5.58 5.58 5.58 5.58 5.57 5.57 5.57
14 5.57 5.57 5.57 5.57 5.57 5.57 5.56 5.56 5.56 5.56 5.56 5.56 5.56
5.56 5.56 5.56 5.56
15 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.56
16 5.56 5.56 5.56 5.56 5.56 5.56 5.56 5.64 5.64 5.65 5.65 5.65 5.65
5.65 5.65 5.65 5.65
BIOCHEMICAL OXYGEN DEMAND
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 2.00 11.82 11.79
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2 11.59 11.56
3 11.54 11.52 11.49
4 11.47 11.44 11.42 11.39 11.37 11.35 11.32 11.30
5 11.27 11.25 11.23 11.20 11.18
6 11.16 11.13 11.11 11.09 11.06
7 11.04 11.02 10.99 10.97 10.95 10.92 10.90
8 10.88 10.85
9 10.83 10.81 10.78 10.76 10.74 10.72 10.69 10.67 10.65 10.63
10 10.60
11 10.58 10.56 10.54 10.51 10.24 10.22 10.20 10.17 10.15 10.13 10.11 10.09 10.07
10.05 10.02
12 10.00 9.98 9.96 9.94 9.92 9.90 9.88 9.86
13 9.84 9.81 9.79 9.77 9.75 9.73 9.71 9.69 9.67 9.65 9.63
14 9.61 9.59 9.57 9.55 9.53 9.51 9.49 9.47 9.45 9.43 9.41 9.39 9.37
9.35 9.33 9.31 9.29
15 9.27 9.25 9.23 9.21 9.19 9.17 9.15 9.13 9.11 9.10 9.08
16 9.06 9.04 9.02 9.00 8.98 8.96 8.94 8.44 8.42 8.41 8.39 8.37 8.35
8.34 8.32 8.30 8.28
ORGANIC NITROGEN AS N IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.33 1.71 1.71
2 1.68 1.68
3 1.68 1.67 1.67
4 1.67 1.66 1.66 1.66 1.65 1.65 1.65 1.64
5 1.64 1.64 1.63 1.63 1.63
6 1.62 1.62 1.62 1.61 1.61
7 1.61 1.60 1.60 1.60 1.59 1.59 1.59
8 1.58 1.58
9 1.58 1.58 1.57 1.57 1.57 1.56 1.56 1.56 1.55 1.55
10 1.55
11 1.54 1.54 1.54 1.54 1.50 1.49 1.49 1.49 1.48 1.48 1.48 1.48 1.47
1.47 1.47
12 1.46 1.46 1.46 1.45 1.45 1.45 1.45 1.44
13 1.44 1.44 1.43 1.43 1.43 1.43 1.42 1.42 1.42 1.41 1.41
14 1.41 1.41 1.40 1.40 1.40 1.39 1.39 1.39 1.39 1.38 1.38 1.38 1.38
1.37 1.37 1.37 1.36
15 1.36 1.36 1.36 1.35 1.35 1.35 1.35 1.34 1.34 1.34 1.33
16 1.33 1.33 1.33 1.32 1.32 1.32 1.32 1.25 1.24 1.24 1.24 1.24 1.23
1.23 1.23 1.23 1.22
AMMONIA AS N IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.07 0.95 0.95
2 0.94 0.94
3 0.93 0.93 0.93
4 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93
5 0.93 0.93 0.93 0.93 0.93
6 0.93 0.93 0.93 0.92 0.92
7 0.92 0.92 0.92 0.92 0.92 0.92 0.92
8 0.92 0.92
9 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.91 0.91 0.91
10 0.91
11 0.91 0.91 0.91 0.91 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
0.88 0.88
12 0.88 0.88 0.88 0.88 0.88 0.88 0.87 0.87
13 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87
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14 0.87 0.87 0.87 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86
0.86 0.86 0.86 0.86
15 0.86 0.86 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
16 0.85 0.85 0.85 0.85 0.85 0.85 0.84 0.79 0.79 0.79 0.79 0.79 0.79
0.79 0.79 0.79 0.78
NITRITE AS N IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.01 0.02 0.02
2 0.02 0.03
3 0.03 0.03 0.03
4 0.04 0.04 0.04 0.04 0.04 0.05 0.05 0.05
5 0.05 0.05 0.06 0.06 0.06
6 0.06 0.06 0.06 0.07 0.07
7 0.07 0.07 0.07 0.08 0.08 0.08 0.08
8 0.08 0.09
9 0.09 0.09 0.09 0.09 0.09 0.10 0.10 0.10 0.10 0.10
10 0.10
11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.12 0.12 0.12 0.12 0.12
0.12 0.12
12 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.14
13 0.14 0.14 0.14 0.14 0.14 0.14 0.15 0.15 0.15 0.15 0.15
14 0.15 0.15 0.15 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.16 0.17 0.17
0.17 0.17 0.17 0.17
15 0.17 0.17 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18
16 0.19 0.19 0.19 0.19 0.19 0.19 0.19 0.18 0.18 0.18 0.18 0.18 0.18
0.19 0.19 0.19 0.19
NITRATE AS N IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.13 12.25 12.25
2 12.03 12.03
3 12.03 12.03 12.03
4 12.03 12.03 12.03 12.03 12.03 12.03 12.03 12.03
5 12.03 12.03 12.03 12.03 12.03
6 12.03 12.03 12.03 12.03 12.03
7 12.03 12.03 12.03 12.03 12.04 12.04 12.04
8 12.04 12.04
9 12.04 12.04 12.04 12.04 12.04 12.04 12.04 12.04 12.04 12.04
10 12.04
11 12.04 12.04 12.04 12.04 11.69 11.69 11.69 11.69 11.69 11.69 11.69 11.69 11.69
11.69 11.69
12 11.70 11.70 11.70 11.70 11.70 11.70 11.70 11.70
13 11.70 11.70 11.70 11.70 11.70 11.70 11.71 11.71 11.71 11.71 11.71
14 11.71 11.71 11.71 11.71 11.71 11.71 11.71 11.72 11.72 11.72 11.72 11.72 11.72
11.72 11.72 11.72 11.72
15 11.72 11.72 11.73 11.73 11.73 11.73 11.73 11.73 11.73 11.73 11.73
16 11.73 11.74 11.74 11.74 11.74 11.74 11.74 10.93 10.93 10.93 10.94 10.94 10.94
10.94 10.94 10.94 10.94
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 1
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
s,s,*** STEADY STATE SIMULATION *****
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HYDRAULICS SUMMARY ;;•
ELE RCH ELE BEGIN END POINT INCR TRVL
BOTTOM X-SECT DSPRSN
ORD NUM NUM LOC LOC FLOW SRCE FLOW VEL TIME DEPTH
WIDTH VOLUME AREA AREA COEF
MILE MILE CFS CFS CFS FPS DAY FT
FT K-FT-3 K-FT-2 FT-2 FT-2/S
1 1 1 12.50 12.40 0.67 0.00 0.00
0.916 0.50 1.57 0.94 0.00
2 1 2 12.40 12.30 13.36 12.69 0.00
18.269 9.94 10.73 18.82 0.00
3 1 3 12.30 12.20 13.36 0.00 0.00
18.269 9.94 10.73 18.82 0.00
0.710
0.710
0.710
0.009
0.009
0.009
1.030
1.030
1.030
4 2 1 12.20 12.10 13.61 0.25 0.00 0.710 0.009 1.030
18.611 10.12 10.91 19.17 0.00
5 2 2 12.10 12.00 13.61 0.00 0.00 0.710 0.009 1.030
18.611 10.12 10.91 19.17 0.00
6 3 1 12.00 11.90 13.61 0.00 0.00
18.611 10.12 10.91 19.17 0.00
7 3 2 11.90 11.80 13.61 0.00 0.00
18.611 10.12 10.91 19.17 0.00
8 3 3 11.80 11.70 13.61 0.00 0.00
18.611 10.12 10.91 19.17 0.00
9 4 1 11.70 11.60 13.61 0.00 0.00
18.611 10.12 10.91 19.17 0.00
10 4 2 11.60 11.50 13.61 0.00 0.00
18.611 10.12 10.91 19.17 0.00
11 4 3 11.50 11.40 13.61 0.00 0.00
18.611 10.12 10.91 19.17 0.00
12 4 4 11.40 11.30 13.61 0.00 0.00
18.611 10.12 10.91 19.17 0.00
13 4 5 11.30 11.20 13.61 0.00 0.00
18.611 10.12 10.91 19.17 0.00
14 4 6 11.20 11.10 13.61 0.00 0.00
18.611 10.12 10.91 19.17 0.00
15 4 7 11.10 11.00 13.61 0.00 0.00
18.611 10.12 10.91 19.17 0.00
16 4 8 11.00 10.90 13.61 0.00 0.00
18.611 10.12 10.91 19.17 0.00
17 5 1 10.90 10.80 13.61 0.00 0.00
18.611 10.12 10.91 19.17 0.00
18 5 2 10.80 10.70 13.61 0.00 0.00
18.611 10.12 10.91 19.17 0.00
19 5 3 10.70 10.60 13.61 0.00 0.00
18.611 10.12 10.91 19.17 0.00
20 5 4 10.60 10.50 13.61 0.00 0.00
18.611 10.12 10.91 19.17 0.00
21 5 5 10.50 10.40 13.61 0.00 0.00
18.611 10.12 10.91 19.17 0.00
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
22 6 1 10.40 10.30 13.61 0.00 0.00 0.710 0.009 1.030
Page 16

WLAScenl.out
18.611 10.12 10.91 19.17
23 6 2 10.30 10.20 13.61 0.00
18.611 10.12 10.91 19.17
24 6 3 10.20 10.10 13.61 0.00
18.611 10.12 10.91 19.17
25 6 4 10.10 10.00 13.61 0.00
18.611 10.12 10.91 19.17
26 6 5 10.00 9.90 13.61 0.00
18.611 10.12 10.91 19.17
27 7 1 9.90 9.80 13.61 0.00
18.611 10.12 10.91 19.17
28 7 2 9.80 9.70 13.61 0.00
18.611 10.12 10.91 19.17
29 7 3 9.70 9.60 13.61 0.00
18.611 10.12 10.91 19.17
30 7 4 9.60 9.50 13.61 0.00
18.611 10.12 10.91 19.17
31 7 5 9.50 9.40 13.61 0.00
18.611 10.12 10.91 19.17
32 7 6 9.40 9.30 13.61 0.00
18.611 10.12 10.91 19.17
33 7 7 9.30 9.20 13.61 0.00
18.611 10.12 10.91 19.17
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 2
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
ELE RCH ELE BEGIN END
BOTTOM
ORD NUM NUM LOC LOC
WIDTH VOLUME AREA
MILE MILE
FT K-FT-3 K-FT-2
POINT INCR
X-SECT DSPRSN
FLOW SRCE FLOW
AREA COEF
CFS CFS CFS
FT-2 FT-2/S
34 8 1 9.20 9.10 13.61 0.00
18.611 10.12 10.91 19.17
35 8 2 9.10 9.00 13.61 0.00
18.611 10.12 10.91 19.17
36 9 1 9.00 8.90 13.61 0.00
18.611 10.12 10.91 19.17
37 9 2 8.90 8.80 13.61 0.00
18.611 10.12 10.91 19.17
38 9 3 8.80 8.70 13.61 0.00
18.611 10.12 10.91 19.17
39 9 4 8.70 8.60 13.61 0.00
18.611 10.12 10.91 19.17
40 9 5 8.60 8.50 13.61 0.00
18.611 10.12 10.91 19.17
41 9 6 8.50 8.40 13.61 0.00
18.611 10.12 10.91 19.17
42 9 7 8.40 8.30 13.61 0.00
18.611 10.12 10.91 19.17
Page 17
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
s,s,*** STEADY STATE SIMULATION *****
** HYDRAULICS SUMMARY **
TRVL
VEL TIME DEPTH
FPS DAY FT
0.00 0.710 0.009 1.030
0.00
0.00 0.710 0.009 1.030
0.00
0.00 0.710 0.009 1.030
0.00
0.00 0.710 0.009 1.030
0.00
0.00 0.710 0.009 1.030
0.00
0.00 0.710 0.009 1.030
0.00
0.00 0.710 0.009 1.030
0.00
0.00 0.710 0.009 1.030
0.00
0.00 0.710 0.009 1.030
0.00

WLAScenl.out
43 9 8 8.30 8.20 13.61 0.00 0.00 0.710 0.009 1.030
18.611 10.12 10.91 19.17 0.00
44 9 9 8.20 8.10 13.61 0.00 0.00 0.710 0.009 1.030
18.611 10.12 10.91 19.17 0.00
45 9 10 8.10 8.00 13.61 0.00 0.00 0.710 0.009 1.030
18.611 10.12 10.91 19.17 0.00
46 10 1 8.00 7.90 13.61 0.00 0.00 0.710 0.009 1.030
18.611 10.12 10.91 19.17 0.00
47 11 1 7.90 7.80 13.61 0.00 0.00 0.710 0.009 1.030
18.611 10.12 10.91 19.17 0.00
48 11 2 7.80 7.70 13.61 0.00 0.00 0.710 0.009 1.030
18.611 10.12 10.91 19.17 0.00
49 11 3 7.70 7.60 13.61 0.00 0.00 0.710 0.009 1.030
18.611 10.12 10.91 19.17 0.00
50 11 4 7.60 7.50 13.61 0.00 0.00 0.710 0.009 1.030
18.611 10.12 10.91 19.17 0.00
51 11 5 7.50 7.40 14.03 0.42 0.00 0.710 0.009 1.030
19.185 10.43 11.22 19.76 0.00
52 11 6 7.40 7.30 14.03 0.00 0.00 0.710 0.009 1.030
19.185 10.43 11.22 19.76 0.00
53 11 7 7.30 7.20 14.03 0.00 0.00 0.710 0.009 1.030
19.185 10.43 11.22 19.76 0.00
54 11 8 7.20 7.10 14.03 0.00 0.00 0.710 0.009 1.030
19.185 10.43 11.22 19.76 0.00
55 11 9 7.10 7.00 14.03 0.00 0.00 0.710 0.009 1.030
19.185 10.43 11.22 19.76 0.00
56 11 10 7.00 6.90 14.03 0.00 0.00 0.710 0.009 1.030
19.185 10.43 11.22 19.76 0.00
57 11 11 6.90 6.80 14.03 0.00 0.00 0.710 0.009 1.030
19.185 10.43 11.22 19.76 0.00
58 11 12 6.80 6.70 14.03 0.00 0.00 0.710 0.009 1.030
19.185 10.43 11.22 19.76 0.00
59 11 13 6.70 6.60 14.03 0.00 0.00 0.710 0.009 1.030
19.185 10.43 11.22 19.76 0.00
60 11 14 6.60 6.50 14.03 0.00 0.00 0.710 0.009 1.030
19.185 10.43 11.22 19.76 0.00
61 11 15 6.50 6.40 14.03 0.00 0.00 0.710 0.009 1.030
19.185 10.43 11.22 19.76 0.00
62 12 1 6.40 6.30 14.03 0.00 0.00 0.710 0.009 1.030
19.185 10.43 11.22 19.76 0.00
63 12 2 6.30 6.20 14.03 0.00 0.00 0.710 0.009 1.030
19.185 10.43 11.22 19.76 0.00
64 12 3 6.20 6.10 14.03 0.00 0.00 0.710 0.009 1.030
19.185 10.43 11.22 19.76 0.00
65 12 4 6.10 6.00 14.03 0.00 0.00 0.710 0.009 1.030
19.185 10.43 11.22 19.76 0.00
66 12 5 6.00 5.90 14.03 0.00 0.00 0.710 0.009 1.030
19.185 10.43 11.22 19.76 0.00
67 12 6 5.90 5.80 14.03 0.00 0.00 0.710 0.009 1.030
19.185 10.43 11.22 19.76 0.00
68 12 7 5.80 5.70 14.03 0.00 0.00 0.710 0.009 1.030
19.185 10.43 11.22 19.76 0.00
69 12 8 5.70 5.60 14.03 0.00 0.00 0.710 0.009 1.030
19.185 10.43 11.22 19.76 0.00
Page 18

WLAScenl.out
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 3
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
ELE RCH ELE BEGIN END
BOTTOM
ORD NUM NUM LOC LOC
WIDTH VOLUME AREA
MILE MILE
FT K-FT-3 K-FT-2
70 13 1 5.60
19.185 10.43
71 13 2 5.50
19.185 10.43
72 13 3 5.40
19.185 10.43
73 13 4 5.30
19.185 10.43
74 13 5 5.20
19.185 10.43
75 13 6 5.10
19.185 10.43
76 13 7 5.00
19.185 10.43
77 13 8 4.90
19.185 10.43
78 13 9 4.80
19.185 10.43
79 13 10 4.70
19.185 10.43
80 13 11 4.60
19.185 10.43
81 14 1 4.50
19.185 10.43
82 14 2 4.40
19.185 10.43
83 14 3 4.30
19.185 10.43
84 14 4 4.20
19.185 10.43
85 14 5 4.10
19.185 10.43
86 14 6 4.00
19.185 10.43
87 14 7 3.90
19.185 10.43
88 14 8 3.80
19.185 10.43
89 14 9 3.70
19.185 10.43
90 14 10 3.60
19.185 10.43
91 14 11 3.50
19.185 10.43
92 14 12 3.40
19.185 10.43
POINT INCR
X-SECT DSPRSN
FLOW SRCE FLOW
AREA COEF
CFS CFS CFS
FT-2 FT-2/S
5.50 14.03
11.22
5.40 14.03
11.22
5.30 14.03
11.22
5.20 14.03
11.22
5.10 14.03
11.22
5.00 14.03
11.22
4.90 14.03
11.22
4.80 14.03
11.22
4.70 14.03
11.22
4.60 14.03
11.22
4.50 14.03
11.22
4.40 14.03
11.22
4.30 14.03
11.22
4.20 14.03
11.22
4.10 14.03
11.22
4.00 14.03
11.22
3.90 14.03
11.22
3.80 14.03
11.22
3.70 14.03
11.22
3.60 14.03
11.22
3.50 14.03
11.22
3.40 14.03
11.22
3.30 14.03
11.22
0.00
19.76
0.00
19.76
0.00
19.76
0.00
19.76
0.00
19.76
0.00
19.76
0.00
19.76
0.00
19.76
0.00
19.76
0.00
19.76
0.00
19.76
0.00
19.76
0.00
19.76
0.00
19.76
0.00
19.76
0.00
19.76
0.00
19.76
0.00
19.76
0.00
19.76
0.00
19.76
0.00
19.76
0.00
19.76
0.00
19.76
Page 19
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
s,s,*** STEADY STATE SIMULATION *****
** HYDRAULICS SUMMARY **
TRVL
VEL TIME DEPTH
FPS DAY FT
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030

ORD NUM
WIDTH
93 14
19.185
94 14
19.185
95 14
19.185
96 14
19.185
97 14
19.185
13
14
15
16
17
3.30
10.43
3.20
10.43
3.10
10.43
3.00
10.43
2.90
10.43
98 15 1 2.80
19.185 10.43
99 15 2 2.70
19.185 10.43
100 15 3 2.60
19.185 10.43
101 15 4 2.50
19.185 10.43
102 15 5 2.40
19.185 10.43
103 15 6 2.30
19.185 10.43
104 15 7 2.20
19.185 10.43
105 15 8 2.10
19.185 10.43
106 15 9 2.00
19.185 10.43
107 15 10 1.90
19.185 10.43
108 15 11 1.80
19.185 10.43
109 16
19.185
WLAScenl.out
3.20 14.03 0.00 0.00
11.22 19.76 0.00
3.10 14.03 0.00 0.00
11.22 19.76 0.00
3.00 14.03 0.00 0.00
11.22 19.76 0.00
2.90 14.03 0.00 0.00
11.22 19.76 0.00
2.80 14.03 0.00 0.00
11.22 19.76 0.00
2.70 14.03 0.00
11.22 19.76
2.60 14.03 0.00
11.22 19.76
2.50 14.03 0.00
11.22 19.76
2.40 14.03 0.00
11.22 19.76
2.30 14.03 0.00
11.22 19.76
2.20 14.03 0.00
11.22 19.76
2.10 14.03 0.00
11.22 19.76
2.00 14.03 0.00
11.22 19.76
1.90 14.03 0.00
11.22 19.76
1.80 14.03 0.00
11.22 19.76
1.70 14.03 0.00
11.22 19.76
1 1.70 1.60 14.03 0.00
10.43 11.22 19.76
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 4
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
ELE RCH ELE BEGIN END
BOTTOM
NUM LOC LOC
VOLUME AREA
MILE MILE
FT K-FT-3 K-FT-2
110 16
19.185
111 16
19.185
112 16
19.185
113 16
19.185
114 16
POINT INCR
X-SECT DSPRSN
FLOW SRCE FLOW
AREA COEF
CFS CFS CFS
FT-2 FT-2/S
2 1.60 1.50 14.03
10.43 11.22
3 1.50 1.40 14.03
10.43 11.22
4 1.40 1.30 14.03
10.43 11.22
5 1.30 1.20 14.03
10.43 11.22
6 1.20 1.10 14.03
0.00
19.76
0.00
19.76
0.00
19.76
0.00
19.76
0.00
Page 20
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
0.00 0.710 0.009 1.030
0.00
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
HYDRAULICS SUMMARY ;;•
TRVL
VEL TIME DEPTH
FPS DAY FT
0.710
0.710
0.710
0.710
0.710
0.009
0.009
0.009
0.009
0.009
1.030
1.030
1.030
1.030
1.030

19.185 10.43
115 16 7 1.10
19.185 10.43
116 16 8 1.00
20.621 11.21
117 16 9 0.90
20.621 11.21
118 16 10 0.80
20.621 11.21
119 16 11 0.70
20.621 11.21
120 16 12 0.60
20.621 11.21
121 16 13 0.50
20.621 11.21
122 16 14 0.40
20.621 11.21
123 16 15 0.30
20.621 11.21
124 16 16 0.20
20.621 11.21
125 16 17 0.10
20.621 11.21
11.22
1.00 14.03
11.22
0.90 15.08
11.98
0.80 15.08
11.98
0.70 15.08
11.98
0.60 15.08
11.98
0.50 15.08
11.98
0.40 15.08
11.98
0.30 15.08
11.98
0.20 15.08
11.98
0.10 15.08
11.98
0.00 15.08
11.98
WLAScenl.out
19.76 0.00
0.00
19.76
1.05
21.24
0.00
21.24
0.00
21.24
0.00
21.24
0.00
21.24
0.00
21.24
0.00
21.24
0.00
21.24
0.00
21.24
0.00
21.24
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 5
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
RCH ELE DO K2 OXYGN BOD BOD SOD
ORGP ORGP DISP COLI ANC ANC ANC
NUM NUM SAT OPT REAIR DECAY SETT RATE
DECAY SETT SRCE DECAY DECAY SETT SRCE
MG/L 1/DAY 1/DAY 1/DAY G/F2D
1/DAY 1/DAY MG/F2D 1/DAY 1/DAY 1/DAY MG/F2D
1 1 8.37 5
0.00 0.00 0.00
1 2 8.37 5
0.00 0.00 0.00
1 3 8.37 5
0.00 0.00 0.00
2 1 8.37 5
0.00 0.00 0.00
2 2 8.37 5
0.00 0.00 0.00
3 1 8.37 5
0.00 0.00 0.00
3 2 8.37 5
0.00 0.00 0.00
3 3 8.37 5
0.00 0.00 0.00
2.43
0.00
2.43
0.00
2.43
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.19
0.00
0.19
0.00
0.19
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.710
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
0.009
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
1.030
s,s,*** STEADY STATE SIMULATION *****
** REACTION COEFFICIENT SUMMARY **
ORGN
DECAY
1/DAY
0.12
0.12
0.12
ORGN
SETT
1/DAY
NH3
DECAY
1/DAY
0.28
0.28
0.28
NH3
SRCE
MG/F2D
0.00
0.00
0.00
NO2
DECAY
1/DAY
0.61
0.61
0.61
2.43 0.25 0.00 0.19 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.19 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00
2.43
0.00
2.43
0.00
2.43
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.18
0.00
0.18
0.00
0.18
0.00
Page 21
0.12
0.12
0.12
0.28
0.28
0.28
0.00
0.00
0.00
0.61
0.61
0.61

4 1 8.37 5
0.00 0.00 0.00
4 2 8.37 5
0.00 0.00 0.00
4 3 8.37 5
0.00 0.00 0.00
4 4 8.37 5
0.00 0.00 0.00
4 5 8.37 5
0.00 0.00 0.00
4 6 8.37 5
0.00 0.00 0.00
4 7 8.37 5
0.00 0.00 0.00
4 8 8.37 5
0.00 0.00 0.00
5 1 8.37 5
0.00 0.00 0.00
5 2 8.37 5
0.00 0.00 0.00
5 3 8.37 5
0.00 0.00 0.00
5 4 8.37 5
0.00 0.00 0.00
5 5 8.37 5
0.00 0.00 0.00
6 1 8.37 5
0.00 0.00 0.00
6 2 8.37 5
0.00 0.00 0.00
6 3 8.37 5
0.00 0.00 0.00
6 4 8.37 5
0.00 0.00 0.00
6 5 8.37 5
0.00 0.00 0.00
7 1 8.37 5
0.00 0.00 0.00
7 2 8.37 5
0.00 0.00 0.00
7 3 8.37 5
0.00 0.00 0.00
7 4 8.37 5
0.00 0.00 0.00
7 5 8.37 5
0.00 0.00 0.00
7 6 8.37 5
0.00 0.00 0.00
7 7 8.37 5
0.00 0.00 0.00
WLAScenl.out
2.43 0.25 0.00 0.17
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.17
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.17
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.17
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.17
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.17
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.17
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.17
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.15
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.15
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.15
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.15
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.15
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.14
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.14
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.14
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.14
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.14
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.13
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.13
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.13
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.13
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.13
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.13
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.13
0.00 0.00 0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 6
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
Page 22
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0.61

RCH ELE DO K2
ORGP ORGP DISP
NUM NUM SAT OPT
DECAY SETT SRCE
MG/L
1/DAY 1/DAY MG/F2D
8 1 8.37 5
0.00 0.00 0.00
8 2 8.37 5
0.00 0.00 0.00
9 1 8.37 5
0.00 0.00 0.00
9 2 8.37 5
0.00 0.00 0.00
9 3 8.37 5
0.00 0.00 0.00
9 4 8.37 5
0.00 0.00 0.00
9 5 8.37 5
0.00 0.00 0.00
9 6 8.37 5
0.00 0.00 0.00
9 7 8.37 5
0.00 0.00 0.00
9 8 8.37 5
0.00 0.00 0.00
9 9 8.37 5
0.00 0.00 0.00
9 10 8.37 5
0.00 0.00 0.00
10 1 8.37 5
0.00 0.00 0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
1 8.37 5
0.00 0.00
2 8.37 5
0.00 0.00
3 8.37 5
0.00 0.00
4 8.37 5
0.00 0.00
5 8.37 5
0.00 0.00
6 8.37 5
0.00 0.00
7 8.37 5
0.00 0.00
8 8.37 5
0.00 0.00
9 8.37 5
0.00 0.00
10 8.37 5
0.00 0.00
WLAScenl.out
s,s,*** STEADY STATE SIMULATION *****
** REACTION COEFFICIENT SUMMARY **
OXYGN BOD BOD SOD ORGN ORGN NH3 NH3 NO2
COLI ANC ANC ANC
REAIR DECAY SETT RATE DECAY SETT DECAY SRCE DECAY
DECAY DECAY SETT SRCE
1/DAY 1/DAY 1/DAY G/F2D 1/DAY 1/DAY 1/DAY MG/F2D 1/DAY
1/DAY 1/DAY 1/DAY MG/F2D
2.43 0.25 0.00 0.12 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.12 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
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0.00
0.12
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0.12
0.12
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
2.43 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
0.25
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0.00
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0.00
0.10
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Page 23
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0.28
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0.28
0.28
0.28
0.00
0.00
0.00
0.00
0.00
0.00
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0.00
0.00
0.00
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61

11 11 8.37 5
0.00 0.00 0.00
11 12 8.37 5
0.00 0.00 0.00
11 13 8.37 5
0.00 0.00 0.00
11 14 8.37 5
0.00 0.00 0.00
11 15 8.37 5
0.00 0.00 0.00
12
0.00
12
0.00
12
0.00
12
0.00
12
0.00
12
0.00
12
0.00
12
0.00
1 8.37 5
0.00 0.00
2 8.37 5
0.00 0.00
3 8.37 5
0.00 0.00
4 8.37 5
0.00 0.00
5 8.37 5
0.00 0.00
6 8.37 5
0.00 0.00
7 8.37 5
0.00 0.00
8 8.37 5
0.00 0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
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2.43
0.00
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0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
0.25
0.00
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0.00
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0.00
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0.00
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0.00
0.25
0.00
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0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
WLAScenl.out
0.00 0.10
0.00 0.00
0.00
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0.00
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0.00
0.00
0.00
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0.00
0.00
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0.10
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0.00
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0.10
0.00
0.10
0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 7
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
RCH ELE DO K2 OXYGN BOD BOD SOD
ORGP ORGP DISP COLI ANC ANC ANC
NUM NUM SAT OPT REAIR DECAY SETT RATE
DECAY SETT SRCE DECAY DECAY SETT SRCE
MG/L 1/DAY 1/DAY 1/DAY G/F2D
1/DAY 1/DAY MG/F2D 1/DAY 1/DAY 1/DAY MG/F2D
13
0.00
13
0.00
13
0.00
13
0.00
13
0.00
13
0.00
13
0.00
13
0.00
13
1 8.37 5
0.00 0.00
2 8.37 5
0.00 0.00
3 8.37 5
0.00 0.00
4 8.37 5
0.00 0.00
5 8.37 5
0.00 0.00
6 8.37 5
0.00 0.00
7 8.37 5
0.00 0.00
8 8.37 5
0.00 0.00
9 8.37 5
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.10
0.00
0.10
0.00
0.10
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Page 24
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0.11
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0.11
0.11
0.11
0.11
0.11
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.00
0.00
0.00
0.00
0.00
0.00
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0.00
0.00
0.00
0.00
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;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
▪ REACTION COEFFICIENT SUMMARY
ORGN
DECAY
1/DAY
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
ORGN
SETT
1/DAY
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
NH3
DECAY
1/DAY
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
NH3
SRCE
MG/F2D
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
NO2
DECAY
1/DAY
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61

0.00 0.00 0.00
13 10 8.37 5
0.00 0.00 0.00
13 11 8.37 5
0.00 0.00 0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
1 8.37 5
0.00 0.00
2 8.37 5
0.00 0.00
3 8.37 5
0.00 0.00
4 8.37 5
0.00 0.00
5 8.37 5
0.00 0.00
6 8.37 5
0.00 0.00
7 8.37 5
0.00 0.00
8 8.37 5
0.00 0.00
9 8.37 5
0.00 0.00
10 8.37 5
0.00 0.00
11 8.37 5
0.00 0.00
12 8.37 5
0.00 0.00
13 8.37 5
0.00 0.00
14 8.37 5
0.00 0.00
15 8.37 5
0.00 0.00
16 8.37 5
0.00 0.00
17 8.37 5
0.00 0.00
1 8.37 5
0.00 0.00
2 8.37 5
0.00 0.00
3 8.37 5
0.00 0.00
4 8.37 5
0.00 0.00
5 8.37 5
0.00 0.00
6 8.37 5
0.00 0.00
7 8.37 5
0.00 0.00
8 8.37 5
0.00 0.00
9 8.37 5
0.00 0.00
10 8.37 5
0.00 0.00
WLAScenl.out
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00
2.43 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
2.43
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
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0.00
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0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61

WLAScenl.out
15 11 8.37 5 2.43 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 1 8.37 5 2.43 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 8
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
▪ REACTION COEFFICIENT SUMMARY
RCH ELE DO K2 OXYGN BOD BOD SOD ORGN ORGN NH3 NH3 NO2
ORGP ORGP DISP COLI ANC ANC ANC
NUM NUM SAT OPT REAIR DECAY SETT RATE DECAY SETT DECAY SRCE DECAY
DECAY SETT SRCE DECAY DECAY SETT SRCE
MG/L 1/DAY 1/DAY 1/DAY G/F2D 1/DAY 1/DAY 1/DAY MG/F2D 1/DAY
1/DAY 1/DAY MG/F2D 1/DAY 1/DAY 1/DAY MG/F2D
16 2 8.37 5 2.43 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 3 8.37 5 2.43 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 4 8.37 5 2.43 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 5 8.37 5 2.43 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 6 8.37 5 2.43 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 7 8.37 5 2.43 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 8 8.37 5 2.43 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 9 8.37 5 2.43 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 10 8.37 5 2.43 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 11 8.37 5 2.43 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 12 8.37 5 2.43 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 13 8.37 5 2.43 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 14 8.37 5 2.43 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 15 8.37 5 2.43 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 16 8.37 5 2.43 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 17 8.37 5 2.43 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 9
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
Page 26

RCH ELE
NUM NUM TEMP
SUM-N ORGP DIS-P
DEG-F
MG/L MG/L MG/L
1 1 75.70
0.54 0.00 0.00
1 2 75.70
14.94 0.00 0.00
1 3 75.70
14.94 0.00 0.00
2 1 75.70
14.67 0.00 0.00
2 2 75.70
14.67 0.00 0.00
3 1 75.70
14.67 0.00 0.00
3 2 75.70
14.67 0.00 0.00
3 3 75.70
14.66 0.00 0.00
4 1
14.66
4 2
14.66
4 3
14.66
4 4
14.66
4 5
14.66
4 6
14.66
4 7
14.65
4 8
14.65
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
5 1 75.70
14.65 0.00 0.00
5 2 75.70
14.65 0.00 0.00
5 3 75.70
14.65 0.00 0.00
5 4 75.70
14.65 0.00 0.00
5 5 75.70
14.64 0.00 0.00
6 1 75.70
14.64 0.00 0.00
WLAScenl.out
CM-1 CM-2 CM-3
ANC
SUM-P COLI
MG/L #/100ML
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
** WATER QUALITY VARIABLES **
DO BOD ORGN NH3N NO2N NO3N
CHLA
MG/L MG/L MG/L MG/L MG/L MG/L
UG/L
0.00 6.65 2.00
0.00 0.00
0.00 6.92 11.82
0.00 0.00
0.00 6.85 11.79
0.00 0.00
0.33
1.71
1.71
0.07
0.95
0.95
0.01
0.02
0.02
0.13
12.25
12.25
0.00 6.79 11.59 1.68 0.94 0.02 12.03
0.00 0.00
0.00 6.73 11.56 1.68 0.94 0.03 12.03
0.00 0.00
0.00 6.68 11.54
0.00 0.00
0.00 6.62 11.52
0.00 0.00
0.00 6.57 11.49
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.52
0.00
6.47
0.00
6.43
0.00
6.38
0.00
6.34
0.00
6.30
0.00
6.25
0.00
6.21
0.00
11.47
11.44
11.42
11.39
11.37
11.35
11.32
11.30
0.00 6.18 11.27
0.00 0.00
0.00 6.14 11.25
0.00 0.00
0.00 6.11 11.23
0.00 0.00
0.00 6.07 11.20
0.00 0.00
0.00 6.04 11.18
0.00 0.00
1.68
1.67
1.67
1.67
1.66
1.66
1.66
1.65
1.65
1.65
1.64
1.64
1.64
1.63
1.63
1.63
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.03
0.03
0.03
0.04
0.04
0.04
0.04
0.04
0.05
0.05
0.05
0.05
0.05
0.06
0.06
0.06
12.03
12.03
12.03
12.03
12.03
12.03
12.03
12.03
12.03
12.03
12.03
12.03
12.03
12.03
12.03
12.03
0.00 6.01 11.16 1.62 0.93 0.06 12.03
0.00 0.00
Page 27

6 2 75.70
14.64 0.00 0.00
6 3 75.70
14.64 0.00 0.00
6 4 75.70
14.64 0.00 0.00
6 5 75.70
14.64 0.00 0.00
7 1
14.64
7 2
14.63
7 3
14.63
7 4
14.63
7 5
14.63
7 6
14.63
7 7
14.63
RCH ELE
0.00
0.00
0.00
0.00
0.00
0.00
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
WLAScenl.out
0.00 5.98 11.13
0.00 0.00
0.00 5.95 11.11
0.00 0.00
0.00 5.93 11.09
0.00 0.00
0.00 5.90 11.06
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.88
0.00
5.86
0.00
5.84
0.00
5.82
0.00
5.80
0.00
5.78
0.00
5.76
0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 10
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
NUM NUM TEMP
SUM-N ORGP DIS-P
DEG-F
MG/L MG/L MG/L
8 1 75.70
14.62 0.00 0.00
8 2 75.70
14.62 0.00 0.00
9 1 75.70
14.62 0.00 0.00
9 2 75.70
14.62 0.00 0.00
9 3 75.70
14.62 0.00 0.00
9 4 75.70
14.62 0.00 0.00
9 5 75.70
14.62 0.00 0.00
9 6 75.70
14.61 0.00 0.00
9 7 75.70
14.61 0.00 0.00
9 8 75.70
CM-1 CM-2 CM-3
ANC
SUM-P COLI
MG/L #/100ML
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00
11.04
11.02
10.99
10.97
10.95
10.92
10.90
1.61
1.60
1.60
1.60
1.59
1.59
1.59
0.93
0.93
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.06
0.06
0.07
0.07
0.07
0.07
0.07
0.08
0.08
0.08
0.08
12.03
12.03
12.03
12.03
12.03
12.03
12.03
12.03
12.04
12.04
12.04
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
DO BOD
CHLA
MG/L MG/L
UG/L
5.75 10.88
0.00
5.73 10.85
0.00
5.72
0.00
5.71
0.00
5.70
0.00
5.69
0.00
5.68
0.00
5.67
0.00
5.66
0.00
Page 28
10.83
10.81
10.78
10.76
10.74
10.72
10.69
10.67
WATER QUALITY VARIABLES ;;•
ORGN NH3N NO2N NO3N
MG/L MG/L MG/L MG/L
1.58 0.92 0.08 12.04
1.58 0.92 0.09 12.04
1.58
1.58
1.57
1.57
1.57
1.56
1.56
1.56
0.92
0.92
0.92
0.92
0.92
0.92
0.92
0.91
0.09
0.09
0.09
0.09
0.09
0.10
0.10
0.10
12.04
12.04
12.04
12.04
12.04
12.04
12.04
12.04

14.61 0.00 0.00
9 9 75.70
14.61 0.00 0.00
9 10 75.70
14.61 0.00 0.00
10 1 75.70
14.61 0.00 0.00
11 1
14.61
11 2
14.60
11 3
14.60
11 4
14.60
11 5
14.18
11 6
14.18
11 7
14.18
11 8
14.17
11 9
14.17
11 10
14.17
11 11
14.17
11 12
14.17
11 13
14.17
11 14
14.17
11 15
14.16
12 1
14.16
12 2
14.16
12 3
14.16
12 4
14.16
12 5
14.16
12 6
14.16
12 7
14.15
12 8
14.15
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
STREAM QUALITY SIMULATION
WLAScenl.out
0.00 0.00
0.00 5.65 10.65
0.00 0.00
0.00 5.64 10.63
0.00 0.00
0.00 5.63 10.60 1.55
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.63
0.00
5.62
0.00
5.62
0.00
5.61
0.00
5.64
0.00
5.64
0.00
5.64
0.00
5.63
0.00
5.63
0.00
5.63
0.00
5.62
0.00
5.62
0.00
5.62
0.00
5.61
0.00
5.61
0.00
5.61
0.00
5.61
0.00
5.60
0.00
5.60
0.00
5.60
0.00
5.60
0.00
5.59
0.00
5.59
0.00
Page 29
10.58
10.56
10.54
10.51
10.24
10.22
10.20
10.17
10.15
10.13
10.11
10.09
10.07
10.05
10.02
10.00
9.98
9.96
9.94
9.92
9.90
9.88
9.86
1.54
1.54
1.54
1.54
1.50
1.49
1.49
1.49
1.48
1.48
1.48
1.48
1.47
1.47
1.47
1.46
1.46
1.46
1.45
1.45
1.45
1.45
1.44
1.55 0.91 0.10 12.04
1.55 0.91 0.10 12.04
0.91 0.10 12.04
0.91
0.91
0.91
0.91
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.88
0.87
0.87
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.13
0.13
0.13
0.13
0.13
0.13
0.13
0.14
12.04
12.04
12.04
12.04
11.69
11.69
11.69
11.69
11.69
11.69
11.69
11.69
11.69
11.69
11.69
11.70
11.70
11.70
11.70
11.70
11.70
11.70
11.70

WLAScenl.out
OUTPUT PAGE NUMBER 11
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
RCH ELE
NUM NUM TEMP
SUM-N ORGP DIS-P
DEG-F
MG/L MG/L MG/L
13 1 75.70
14.15 0.00 0.00
13 2 75.70
14.15 0.00 0.00
13 3 75.70
14.15 0.00 0.00
13 4 75.70
14.15 0.00 0.00
13 5 75.70
14.15 0.00 0.00
13 6 75.70
14.15 0.00 0.00
13 7 75.70
14.14 0.00 0.00
13 8 75.70
14.14 0.00 0.00
13 9 75.70
14.14 0.00 0.00
13 10 75.70
14.14 0.00 0.00
13 11 75.70
14.14 0.00 0.00
14 1
14.14
14 2
14.14
14 3
14.13
14 4
14.13
14 5
14.13
14 6
14.13
14 7
14.13
14 8
14.13
14 9
14.13
14 10
14.13
14 11
14.12
14 12
14.12
14 13
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
CM-1 CM-2 CM-3
ANC
SUM-P COLI
MG/L #/100ML
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
WATER QUALITY VARIABLES ;;•
DO BOD ORGN NH3N NO2N NO3N
CHLA
MG/L MG/L MG/L MG/L MG/L MG/L
UG/L
5.59
0.00
5.59
0.00
5.58
0.00
5.58
0.00
5.58
0.00
5.58
0.00
5.58
0.00
5.58
0.00
5.57
0.00
5.57
0.00
5.57
0.00
5.57
0.00
5.57
0.00
5.57
0.00
5.57
0.00
5.57
0.00
5.57
0.00
5.56
0.00
5.56
0.00
5.56
0.00
5.56
0.00
5.56
0.00
5.56
0.00
v Page 30
9.84 1.44 0.87 0.14 11.70
9.81 1.44 0.87 0.14 11.70
9.79 1.43 0.87 0.14 11.70
9.77 1.43 0.87 0.14 11.70
9.75 1.43 0.87 0.14 11.70
9.73 1.43 0.87 0.14 11.70
9.71 1.42 0.87 0.15 11.71
9.69 1.42 0.87 0.15 11.71
9.67 1.42 0.87 0.15 11.71
9.65 1.41 0.87 0.15 11.71
9.63 1.41 0.87 0.15 11.71
9.61 1.41 0.87 0.15 11.71
9.59 1.41 0.87 0.15 11.71
9.57 1.40 0.87 0.15 11.71
9.55 1.40 0.86 0.16 11.71
9.53 1.40 0.86 0.16 11.71
9.51 1.39 0.86 0.16 11.71
9.49 1.39 0.86 0.16 11.71
9.47 1.39 0.86 0.16 11.72
9.45 1.39 0.86 0.16 11.72
9.43 1.38 0.86 0.16 11.72
9.41 1.38 0.86 0.16 11.72
9.39 1.38 0.86 0.17 11.72
9.37 1.38 0.86 0.17 11.72

14.12 0.00 0.00
14 14 75.70
14.12 0.00 0.00
14 15 75.70
14.12 0.00 0.00
14 16 75.70
14.12 0.00 0.00
14 17 75.70
14.12 0.00 0.00
15 1
14.11
15 2
14.11
15 3
14.11
15 4
14.11
15 5
14.11
15 6
14.11
15 7
14.11
15 8
14.11
15 9
14.10
15 10
14.10
15 11
14.10
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
16 1 75.70
14.10 0.00 0.00
RCH ELE
WLAScenl.out
0.00.00E+00 0.00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
5.56 9.35
0.00
5.56 9.33
0.00
5.56 9.31
0.00
5.56 9.29
0.00
5.56
0.00
5.56
0.00
5.56
0.00
5.56
0.00
5.56
0.00
5.56
0.00
5.56
0.00
5.56
0.00
5.56
0.00
5.56
0.00
5.56
0.00
0.00 0.00 0.00 5.56
0.00.00E+00 0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 12
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
NUM NUM TEMP
SUM-N ORGP DIS-P
DEG-F
MG/L MG/L MG/L
16 2 75.70
14.10 0.00 0.00
16 3 75.70
14.10 0.00 0.00
16 4 75.70
14.10 0.00 0.00
16 5 75.70
14.10 0.00 0.00
16 6 75.70
14.09 0.00 0.00
CM-1 CM-2 CM-3
ANC
SUM-P COLI
MG/L #/100ML
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
9.27
9.25
9.23
9.21
9.19
9.17
9.15
9.13
9.11
9.10
9.08
1.37
1.37
1.37
1.36
1.36
1.36
1.36
1.35
1.35
1.35
1.35
1.34
1.34
1.34
1.33
0.86
0.86
0.86
0.86
0.86
0.86
0.85
0.85
0.85
0.85
0.85
0.85
0.85
0.85
0.85
0.17
0.17
0.17
0.17
0.17
0.17
0.18
0.18
0.18
0.18
0.18
0.18
0.18
0.18
0.18
11.72
11.72
11.72
11.72
11.72
11.72
11.73
11.73
11.73
11.73
11.73
11.73
11.73
11.73
11.73
9.06 1.33 0.85 0.19 11.73
s,s,*** STEADY STATE SIMULATION *****
** WATER QUALITY VARIABLES **
DO BOD ORGN NH3N NO2N NO3N
CHLA
MG/L MG/L MG/L MG/L MG/L MG/L
UG/L
5.56
0.00
5.56
0.00
5.56
0.00
5.56
0.00
5.56
0.00
Page 31
9.04 1.33 0.85 0.19 11.74
9.02 1.33 0.85 0.19 11.74
9.00 1.32 0.85 0.19 11.74
8.98 1.32 0.85 0.19 11.74
8.96 1.32 0.85 0.19 11.74

16 7
14.09
16 8
13.15
16 9
13.15
16 10
13.15
16 11
13.14
16 12
13.14
16 13
13.14
16 14
13.14
16 15
13.14
16 16
13.14
16 17
13.14
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
WLAScenl.out
0.00 0.00 0.00 5.56
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 5.64
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 5.64
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 5.65
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 5.65
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 5.65
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 5.65
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 5.65
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 5.65
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 5.65
0.00.00E+00 0.00 0.00
0.00 0.00 0.00 5.65
0.00.00E+00 0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 13
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
DISSOLVED OXYGEN MASS
ELE RCH ELE
ORD NUM NUM TEMP
NET
DEG-F
C-BOD SOD P-R
1 1 1 75.70
- 0.49 -6.56 0.00
2 1 2 75.70
- 2.91 -6.56 0.00
3 1 3 75.70
- 2.90 -6.56 0.00
BALANCE
DO
SAT
(MG/L-DAY)
DO
DO DEF
MG/L MG/L
NH3-N NO2-N
8.37
- 0.07
8.37
- 0.92
8.37
- 0.92
6.65
- 0.01
6.92
- 0.01
6.85
- 0.02
8.94
8.44
8.42
8.41
8.39
8.37
8.35
8.34
8.32
8.30
8.28
1.32
1.25
1.24
1.24
1.24
1.24
1.23
1.23
1.23
1.23
1.22
0.84
0.79
0.79
0.79
0.79
0.79
0.79
0.79
0.79
0.79
0.78
0.19
0.18
0.18
0.18
0.18
0.18
0.18
0.19
0.19
0.19
0.19
11.74
10.93
10.93
10.93
10.94
10.94
10.94
10.94
10.94
10.94
10.94
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
DISSOLVED OXYGEN DATA
COMPONENTS OF
DAM NIT
INPUT INHIB
MG/L MG/L FACT
1.73
1.46
1.52
0.00
0.00
0.00
1.00
1.00
1.00
4 2 1 75.70 8.37 6.79 1.58 0.00 1.00
- 2.85 -6.38 0.00 -0.90 -0.02
5 2 2 75.70 8.37 6.73 1.64 0.00 1.00
- 2.84 -6.38 0.00 -0.90 -0.02
6 3 1 75.70
- 2.84 -6.16 0.00
7 3 2 75.70
- 2.83 -6.16 0.00
8 3 3 75.70
- 2.83 -6.16 0.00
8.37
- 0.90
8.37
- 0.90
8.37
- 0.90
6.68
- 0.02
6.62
- 0.02
6.57
- 0.02
1.70
1.75
1.80
Page 32
0.00
0.00
0.00
1.00
1.00
1.00
F-FNCTN OXYGN
INPUT REAIR
790.04 4.20
772.49 3.54
0.00 3.69
14.51 3.84
0.00 3.99
0.00 4.12
0.00 4.26
0.00 4.39

9 4 1 75.70 8.37
- 2.82 -5.72 0.00 -0.90
10 4 2 75.70 8.37
- 2.81 -5.72 0.00 -0.90
11 4 3 75.70 8.37
- 2.81 -5.72 0.00 -0.90
12 4 4 75.70 8.37
- 2.80 -5.72 0.00 -0.90
13 4 5 75.70 8.37
- 2.80 -5.72 0.00 -0.90
14 4 6 75.70 8.37
- 2.79 -5.72 0.00 -0.90
15 4 7 75.70 8.37
- 2.78 -5.72 0.00 -0.90
16 4 8 75.70 8.37
- 2.78 -5.72 0.00 -0.90
17 5 1 75.70
- 2.77 -5.24 0.00
18 5 2 75.70
- 2.77 -5.24 0.00
19 5 3 75.70
- 2.76 -5.24 0.00
20 5 4 75.70
- 2.75 -5.24 0.00
21 5 5 75.70
- 2.75 -5.24 0.00
22 6 1 75.70
- 2.74 -4.88 0.00
23 6 2 75.70
- 2.74 -4.88 0.00
24 6 3 75.70
- 2.73 -4.88 0.00
25 6 4 75.70
- 2.73 -4.88 0.00
26 6 5 75.70
- 2.72 -4.88 0.00
8.37
- 0.90
8.37
- 0.90
8.37
- 0.90
8.37
- 0.90
8.37
- 0.89
8.37
- 0.89
8.37
- 0.89
8.37
- 0.89
8.37
- 0.89
8.37
- 0.89
27 7 1 75.70 8.37
- 2.71 -4.40 0.00 -0.89
28 7 2 75.70 8.37
- 2.71 -4.40 0.00 -0.89
29 7 3 75.70 8.37
- 2.70 -4.40 0.00 -0.89
30 7 4 75.70 8.37
- 2.70 -4.40 0.00 -0.89
31 7 5 75.70 8.37
- 2.69 -4.40 0.00 -0.89
32 7 6 75.70 8.37
- 2.69 -4.40 0.00 -0.89
33 7 7 75.70 8.37
- 2.68 -4.40 0.00 -0.89
WLAScenl.out
6.52 1.85 0.00
- 0.02
6.47 1.90
- 0.03
6.43 1.95
- 0.03
6.38 1.99
- 0.03
6.34 2.04
- 0.03
6.30 2.08
- 0.03
6.25 2.12
- 0.03
6.21 2.16
- 0.03
6.18
- 0.04
6.14
- 0.04
6.11
- 0.04
6.07
- 0.04
6.04
- 0.04
6.01
- 0.04
5.98
- 0.04
5.95
- 0.05
5.93
- 0.05
5.90
- 0.05
5.88
- 0.05
5.86
- 0.05
5.84
- 0.05
5.82
- 0.05
5.80
- 0.05
5.78
- 0.06
5.76
- 0.06
1.00 0.00 4.50
0.00 1.00 0.00 4.62
0.00 1.00 0.00 4.73
0.00 1.00 0.00 4.84
0.00 1.00 0.00 4.95
0.00 1.00 0.00 5.05
0.00 1.00 0.00 5.15
0.00 1.00 0.00 5.25
2.20 0.00 1.00 0.00 5.34
2.23 0.00 1.00 0.00 5.43
2.27 0.00 1.00 0.00 5.51
2.30 0.00 1.00 0.00 5.59
2.33 0.00 1.00 0.00 5.67
2.36 0.00 1.00 0.00 5.74
2.39 0.00 1.00 0.00 5.81
2.42 0.00 1.00 0.00 5.88
2.45 0.00 1.00 0.00 5.95
2.47 0.00 1.00 0.00 6.01
2.49 0.00 1.00 0.00 6.06
2.52 0.00 1.00 0.00 6.11
2.54 0.00 1.00 0.00 6.16
2.56 0.00 1.00 0.00 6.21
2.58 0.00 1.00 0.00 6.26
2.59 0.00 1.00 0.00 6.30
2.61 0.00 1.00 0.00 6.35
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 14
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
Page 33

WLAScenl.out
***** STEADY STATE SIMULATION *****
** DISSOLVED OXYGEN DATA **
COMPONENTS OF
DISSOLVED OXYGEN MASS BALANCE (MG/L-DAY)
ELE RCH ELE DO DO DAM NIT
ORD NUM NUM TEMP SAT DO DEF INPUT INHIB F-FNCTN OXYGN
NET
DEG-F MG/L MG/L MG/L MG/L FACT INPUT REAIR
C-BOD SOD P-R NH3-N NO2-N
34 8 1 75.70 8.37 5.75 2.63 0.00 1.00 0.00 6.39
- 2.67 -4.09 0.00 -0.89 -0.06
35 8 2 75.70 8.37 5.73 2.64 0.00 1.00 0.00 6.42
- 2.67 -4.09 0.00 -0.89 -0.06
36 9 1 75.70 8.37 5.72 2.65 0.00 1.00
- 2.66 -3.65 0.00 -0.89 -0.06
37 9 2 75.70 8.37 5.71 2.66 0.00 1.00
- 2.66 -3.65 0.00 -0.89 -0.06
38 9 3 75.70 8.37 5.70 2.67 0.00 1.00
- 2.65 -3.65 0.00 -0.89 -0.06
39 9 4 75.70 8.37 5.69 2.68 0.00 1.00
- 2.65 -3.65 0.00 -0.88 -0.06
40 9 5 75.70 8.37 5.68 2.69 0.00 1.00
- 2.64 -3.65 0.00 -0.88 -0.07
41 9 6 75.70 8.37 5.67 2.70 0.00 1.00
- 2.64 -3.65 0.00 -0.88 -0.07
42 9 7 75.70 8.37 5.66 2.71 0.00 1.00
- 2.63 -3.65 0.00 -0.88 -0.07
43 9 8 75.70 8.37 5.65 2.72 0.00 1.00
- 2.62 -3.65 0.00 -0.88 -0.07
44 9 9 75.70 8.37 5.65 2.73 0.00 1.00
- 2.62 -3.65 0.00 -0.88 -0.07
45 9 10 75.70 8.37 5.64 2.74 0.00 1.00
- 2.61 -3.65 0.00 -0.88 -0.07
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.45
6.47
6.50
6.52
6.54
6.57
6.59
6.61
6.63
6.65
46 10 1 75.70 8.37 5.63 2.74 0.00 1.00 0.00 6.66
- 2.61 -3.30 0.00 -0.88 -0.07
47 11 1 75.70 8.37 5.63 2.75 0.00 1.00
- 2.60 -3.30 0.00 -0.88 -0.07
48 11 2 75.70 8.37 5.62 2.75 0.00 1.00
- 2.60 -3.30 0.00 -0.88 -0.07
49 11 3 75.70 8.37 5.62 2.76 0.00 1.00
- 2.59 -3.30 0.00 -0.88 -0.08
50 11 4 75.70 8.37 5.61 2.76 0.00 1.00
- 2.59 -3.30 0.00 -0.88 -0.08
51 11 5 75.70 8.37 5.64 2.73 0.00 1.00
- 2.52 -3.30 0.00 -0.85 -0.08
52 11 6 75.70 8.37 5.64 2.73 0.00 1.00
- 2.51 -3.30 0.00 -0.85 -0.08
53 11 7 75.70 8.37 5.64 2.74 0.00 1.00
- 2.51 -3.30 0.00 -0.85 -0.08
54 11 8 75.70 8.37 5.63 2.74 0.00 1.00
- 2.50 -3.30 0.00 -0.85 -0.08
55 11 9 75.70 8.37 5.63 2.74 0.00 1.00
- 2.50 -3.30 0.00 -0.85 -0.08
56 11 10 75.70 8.37 5.63 2.75 0.00 1.00
Page 34
0.00
0.00
0.00
0.00
23.65
0.00
0.00
0.00
0.00
0.00
6.68
6.69
6.70
6.71
6.63
6.64
6.65
6.66
6.67
6.68

- 2.49 -3.30 0.00 -0.85
57 11 11 75.70 8.37
- 2.49 -3.30 0.00 -0.85
58 11 12 75.70 8.37
- 2.48 -3.30 0.00 -0.85
59 11 13 75.70 8.37
- 2.48 -3.30 0.00 -0.85
60 11 14 75.70 8.37
- 2.47 -3.30 0.00 -0.85
61 11 15 75.70 8.37
- 2.46 -3.30 0.00 -0.85
62 12
- 2.46
63 12
- 2.45
64 12
- 2.45
65 12
- 2.44
66 12
- 2.44
67 12
- 2.43
68 12
- 2.43
69 12
- 2.42
1
- 3.30
2
- 3.30
3
- 3.30
4
- 3.30
5
-3.30
6
- 3.30
7
- 3.30
8
- 3.30
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
8.37
- 0.85
8.37
- 0.85
8.37
- 0.85
8.37
- 0.85
8.37
- 0.85
8.37
- 0.84
8.37
- 0.84
8.37
- 0.84
WLAScenl.out
- 0.08
5.62 2.75 0.00
- 0.08
5.62 2.75 0.00
- 0.08
5.62 2.76 0.00
- 0.08
5.61 2.76 0.00
- 0.09
5.61 2.76 0.00
- 0.09
5.61
- 0.09
5.61
- 0.09
5.60
- 0.09
5.60
- 0.09
5.60
- 0.09
5.60
- 0.09
5.59
- 0.09
5.59
- 0.09
2.77
2.77
2.77
2.77
2.78
2.78
2.78
2.78
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 15
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
DISSOLVED OXYGEN MASS BALANCE (MG/L-DAY)
ELE RCH ELE DO DO
ORD NUM NUM TEMP SAT DO DEF
NET
DEG-F MG/L MG/L MG/L
C-BOD SOD P-R NH3-N NO2-N
70 13 1 75.70 8.37 5.59
- 2.42 -3.30 0.00 -0.84 -0.10
71 13 2 75.70 8.37 5.59
- 2.41 -3.30 0.00 -0.84 -0.10
72 13 3 75.70 8.37 5.58
- 2.41 -3.30 0.00 -0.84 -0.10
73 13 4 75.70 8.37 5.58
- 2.40 -3.30 0.00 -0.84 -0.10
74 13 5 75.70 8.37 5.58
- 2.40 -3.30 0.00 -0.84 -0.10
75 13 6 75.70 8.37 5.58
- 2.39 -3.30 0.00 -0.84 -0.10
76 13 7 75.70 8.37 5.58
- 2.39 -3.30 0.00 -0.84 -0.10
77 13 8 75.70 8.37 5.58
2.79
2.79
2.79
2.79
2.79
2.80
2.80
2.80
Page 35
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.69
6.69
6.70
6.71
6.72
6.72
6.73
6.74
6.74
6.75
6.75
6.76
6.76
....*** STEADY STATE SIMULATION *****
..... ..........
** DISSOLVED OXYGEN DATA **
COMPONENTS OF
DAM NIT
INPUT INHIB
MG/L FACT
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
F-FNCTN OXYGN
INPUT REAIR
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.77
6.77
6.78
6.78
6.79
6.79
6.80
6.80

WLAScenl.out
- 2.38 -3.30 0.00 -0.84 -0.10
78 13 9 75.70 8.37 5.57 2.80 0.00 1.00 0.00 6.80
- 2.38 -3.30 0.00 -0.84 -0.10
79 13 10 75.70 8.37 5.57 2.80 0.00 1.00 0.00 6.81
- 2.37 -3.30 0.00 -0.84 -0.10
80 13 11 75.70 8.37 5.57 2.80 0.00 1.00 0.00 6.81
- 2.37 -3.30 0.00 -0.84 -0.10
81 14 1 75.70 8.37 5.57 2.80 0.00 1.00 0.00 6.81
- 2.36 -3.30 0.00 -0.84 -0.11
82 14 2 75.70 8.37 5.57 2.81 0.00 1.00 0.00 6.82
- 2.36 -3.30 0.00 -0.84 -0.11
83 14 3 75.70 8.37 5.57 2.81 0.00 1.00 0.00 6.82
- 2.35 -3.30 0.00 -0.84 -0.11
84 14 4 75.70 8.37 5.57 2.81 0.00 1.00 0.00 6.82
- 2.35 -3.30 0.00 -0.83 -0.11
85 14 5 75.70 8.37 5.57 2.81 0.00 1.00 0.00 6.82
- 2.34 -3.30 0.00 -0.83 -0.11
86 14 6 75.70 8.37 5.57 2.81 0.00 1.00 0.00 6.83
- 2.34 -3.30 0.00 -0.83 -0.11
87 14 7 75.70 8.37 5.56 2.81 0.00 1.00 0.00 6.83
- 2.33 -3.30 0.00 -0.83 -0.11
88 14 8 75.70 8.37 5.56 2.81 0.00 1.00 0.00 6.83
- 2.33 -3.30 0.00 -0.83 -0.11
89 14 9 75.70 8.37 5.56 2.81 0.00 1.00 0.00 6.83
- 2.32 -3.30 0.00 -0.83 -0.11
90 14 10 75.70 8.37 5.56 2.81 0.00 1.00 0.00 6.83
- 2.32 -3.30 0.00 -0.83 -0.11
91 14 11 75.70 8.37 5.56 2.81 0.00 1.00 0.00 6.84
- 2.31 -3.30 0.00 -0.83 -0.11
92 14 12 75.70 8.37 5.56 2.81 0.00 1.00 0.00 6.84
- 2.31 -3.30 0.00 -0.83 -0.12
93 14 13 75.70 8.37 5.56 2.81 0.00 1.00 0.00 6.84
- 2.30 -3.30 0.00 -0.83 -0.12
94 14 14 75.70 8.37 5.56 2.81 0.00 1.00 0.00 6.84
- 2.30 -3.30 0.00 -0.83 -0.12
95 14 15 75.70 8.37 5.56 2.82 0.00 1.00 0.00 6.84
- 2.29 -3.30 0.00 -0.83 -0.12
96 14 16 75.70 8.37 5.56 2.82 0.00 1.00 0.00 6.84
- 2.29 -3.30 0.00 -0.83 -0.12
97 14 17 75.70 8.37 5.56 2.82 0.00 1.00 0.00 6.84
- 2.28 -3.30 0.00 -0.83 -0.12
98 15 1 75.70 8.37 5.56 2.82 0.00 1.00 0.00 6.84
- 2.28 -3.30 0.00 -0.83 -0.12
99 15 2 75.70 8.37 5.56 2.82 0.00 1.00 0.00 6.84
- 2.27 -3.30 0.00 -0.83 -0.12
100 15 3 75.70 8.37 5.56 2.82 0.00 1.00 0.00 6.84
-2.27 -3.30 0.00 -0.82 -0.12
101 15 4 75.70 8.37 5.56 2.82 0.00 1.00 0.00 6.85
- 2.26 -3.30 0.00 -0.82 -0.12
102 15 5 75.70 8.37 5.56 2.82 0.00 1.00 0.00 6.85
- 2.26 -3.30 0.00 -0.82 -0.12
103 15 6 75.70 8.37 5.56 2.82 0.00 1.00 0.00 6.85
- 2.26 -3.30 0.00 -0.82 -0.12
104 15 7 75.70 8.37 5.56 2.82 0.00 1.00 0.00 6.85
-2.25 -3.30 0.00 -0.82 -0.12
105 15 8 75.70 8.37 5.56 2.82 0.00 1.00 0.00 6.85
- 2.25 -3.30 0.00 -0.82 -0.13
106 15 9 75.70 8.37 5.56 2.82 0.00 1.00 0.00 6.85
- 2.24 -3.30 0.00 -0.82 -0.13
Page 36

WLAScenl.out
107 15 10 75.70 8.37 5.56 2.82 0.00 1.00
- 2.24 -3.30 0.00 -0.82 -0.13
108 15 11 75.70 8.37 5.56 2.82 0.00 1.00
- 2.23 -3.30 0.00 -0.82 -0.13
109 16 1 75.70 8.37 5.56 2.82 0.00 1.00
- 2.23 -3.30 0.00 -0.82 -0.13
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 16
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
DISSOLVED OXYGEN MASS BALANCE
ELE RCH ELE DO
ORD NUM NUM TEMP SAT
NET
DEG-F
C-BOD SOD P-R
110 16 2 75.70
- 2.22 -3.30 0.00
111 16 3 75.70
- 2.22 -3.30 0.00
112 16 4 75.70
- 2.21 -3.30 0.00
113 16 5 75.70
- 2.21 -3.30 0.00
114 16 6 75.70
- 2.20 -3.30 0.00
115 16 7 75.70
- 2.20 -3.30 0.00
116 16 8 75.70
- 2.08 -3.30 0.00
117 16 9 75.70
- 2.07 -3.30 0.00
118 16 10 75.70
- 2.07 -3.30 0.00
119 16 11 75.70
- 2.06 -3.30 0.00
120 16 12 75.70
- 2.06 -3.30 0.00
121 16 13 75.70
- 2.05 -3.30 0.00
122 16 14 75.70
- 2.05 -3.30 0.00
123 16 15 75.70
- 2.05 -3.30 0.00
124 16 16 75.70
- 2.04 -3.30 0.00
125 16 17 75.70
- 2.04 -3.30 0.00
(MG/L-DAY)
DO
DO DEF
MG/L MG/L MG/L
NH3-N NO2-N
8.37
- 0.82
8.37
- 0.82
8.37
- 0.82
8.37
- 0.82
8.37
- 0.82
8.37
- 0.82
8.37
- 0.76
8.37
- 0.76
8.37
- 0.76
8.37
- 0.76
8.37
- 0.76
8.37
- 0.76
8.37
- 0.76
8.37
- 0.76
8.37
- 0.76
8.37
- 0.76
5.56
- 0.13
5.56
- 0.13
5.56
- 0.13
5.56
- 0.13
5.56
- 0.13
5.56
- 0.13
5.64
- 0.12
5.64
- 0.13
5.65
- 0.13
5.65
- 0.13
5.65
- 0.13
5.65
- 0.13
5.65
- 0.13
5.65
- 0.13
5.65
- 0.13
5.65
- 0.13
0.00 6.85
0.00 6.85
0.00 6.85
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
DISSOLVED OXYGEN DATA
COMPONENTS OF
DAM NIT
INPUT INHIB F-FNCTN OXYGN
MG/L FACT INPUT REAIR
2.82 0.00 1.00 0.00 6.85
2.82 0.00 1.00 0.00 6.84
2.82 0.00 1.00 0.00 6.84
2.82 0.00 1.00 0.00 6.84
2.82 0.00 1.00 0.00 6.84
2.82 0.00 1.00 0.00 6.84
2.73 0.00 1.00 55.01 6.63
2.73 0.00 1.00 0.00 6.63
2.73 0.00 1.00 0.00 6.63
2.73 0.00 1.00 0.00 6.63
2.73 0.00 1.00 0.00 6.63
2.73 0.00 1.00 0.00 6.63
2.73 0.00 1.00 0.00 6.63
2.73 0.00 1.00 0.00 6.63
2.73 0.00 1.00 0.00 6.62
2.73 0.00 1.00 0.00 6.62
Page 37

High Point Westside WLA Analysis November 2, 2012
ATTACHMENT B. QUAL2E Model Input and Output for Scenario 2
TETRATECH
12

WLAScen2.inp
TITLE01 Scenario 2 - Restored channel; Winter Critical Conditions
TITLE02
mgd
TITLE03 NO
TITLE04 NO
TITLE05 NO
TITLE06 NO
TITLE07 YES
TITLE08 NO
TITLE09 NO
TITLE10
TITLE11 YES
TITLE12
TITLE13 YES
TITLE14 NO
TITLE15 NO
ENDTITLE
LIST DATA INPUT
WRITE OPTIONAL SUMMARY
NO FLOW AUGMENTATION
STEADY STATE
NO TRAPEZOIDAL CHANNELS
PRINT SOLAR/LCD DATA
PLOT DO/BOD
FIXED DNSTRM CONC (YES=1)
INPUT METRIC (YES=1)
NUMBER OF REACHES
NUM OF HEADWATERS
TIME STEP (HOURS)
MAXIMUM SSTATE ITERATIONS
LATITUDE OF BASIN (DEG)
STANDARD MERIDIAN (DEG)
EVAP. COEFF. (AE)
ELEV OF BASIN (ELEV)
ENDATA1
O UPTAKE BY NH3 OXID(MG 0/MG N) 3.43
O PROD BY ALGAE (MG 0/MG A) 1.6
N CONTENT OF ALGAE (MG N/MG A) 0.085
ALG MAX SPEC GROTH RATE(1/DAY) 2
N HALF SATURATION CONST (MG/L) 0.2
LIN ALG SHADE CO (1/H-UGCHA/L) 0.0027
LIGHT FUNCTION OPTION (LFNOPT) 1
DAILY AVERAGING OPTION (LAVOPT) 1
NUMBER OF DAYLIGHT HOURS (NDLH) 11.2
ALGY GROWTH CALC OPTION (LGROPT) 1
ALG/TEMP SOLR RAD FACTOR (TFACT) 0.45
ENDATA1A
ENDATA1B
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
Rich Fork Creek from WWTP to mouth; High Pt discharge Q = 8.2
CONSERVATIVE MINERAL I
CONSERVATIVE MINERAL II
CONSERVATIVE MINERAL III
TEMPERATURE
BIOCHEMICAL OXYGEN DEMAND
ALGAE AS CHL-A IN UG/L
PHOSPHORUS CYCLE AS P IN MG/L
(ORGANIC-P; DISSOLVED-P)
NITROGEN CYCLE AS N IN MG/L
(ORGANIC-N; AMMONIA-N; NITRITE-N, NITRATE-N)
DISSOLVED OXYGEN IN MG/L
FECAL COLIFORMS IN NO./100 ML
ARBITRARY NON -CONSERVATIVE
0
0
16
1
1
30
35
75
0.00103
680
1 WWTP to 109 pool
2 through 109 pool
3 to Bedrock Knoll
4 to MS Rd
5 to confluence
6 to breakpoint
7 to ball road
8 through ball pool
9 to Kanoy Road
10 through kanoy pool
11 to shuler road
12 to utility easement
13 to below evans road
14 to below business 85
5D-ULT BOD CONV K COEF
OUTPUT METRIC (YEs=1)
NUMBER OF JUNCTIONS
NUMBER OF POINT LOADS
LNTH COMP ELEMENT (DX)
TIME INC. FOR RPT2 (HRS)
LONGITIUDE OF BASIN (DEG)
DAY OF YEAR START TIME
EVAP COEF. (BE)
DUST ATTENUATION COEF.
0
0
4
0.1
1
80
248
0.0000094
0.06
O UPTAKE BY NO3 OXID(MG 0/MG N)
O UPTAKE BY ALGAE (MG 0/MG A)
P CONTENT OF ALGAE (MG N/MG A)
ALGAE RESPIRATION RATE (1/DAY)
P HALF SATURATION CONST (MG/L)
NLIN SHADE (1/H-(UGCHA/L)'`'`2/3)
LIGHT SATURATION COEF (INT/MIN)
LIGHT AVERAGING FACTOR (AFACT)
TOTAL DAILY SOLAR RADTN (INT)
ALGAL PREF FOR NH3-N (PREFN)
NITRIFICATION INHIBITION COEF
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
Page 1
12.5 TO
12.2 TO
12.0 TO
11.7 TO
10.9 TO
10.4 TO
9.9 TO
9.2 TO
9.0 TO
8.0 TO
7.9 TO
6.4 TO
5.6 TO
4.5 TO
1.14
1.9
0.013
0.1
0.04
0.0165
0.03
0.92
400
0.5
10
12.2
12.0
11.7
10.9
10.4
9.9
9.2
9.0
8.0
7.9
6.4
5.6
4.5
2.8

WLAScen2.inp
STREAM REACH 15 to below old hwy 29 FROM 2.8 TO 1.7
STREAM REACH 16 to mouth FROM 1.7 TO 0
ENDATA2
ENDATA3
FLAG FIELD RCH= 1 3 1 6 2
FLAG FIELD RCH= 2 2 6 2
FLAG FIELD RCH= 3 3 2 2 2
FLAG FIELD RCH= 4 8 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 5 5 2 2 2 2 2
FLAG FIELD RCH= 6 5 2 2 2 2 2
FLAG FIELD RCH= 7 7 2 2 2 2 2 2 2
FLAG FIELD RCH= 8 2 2 2
FLAG FIELD RCH= 9 10 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 10 1 2
FLAG FIELD RCH= 11 15 2 2 2 2 6 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 12 8 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 13 11 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 14 17 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 15 11 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 16 17 2 2 2 2 2 2 2 6 2 2 2 2 2 2 2 2 5
ENDATA4
HYDRAULCS RCH= 1 0.740 0 1.07 0 0.025
HYDRAULCS RCH= 2 0.740 0 1.07 0 0.025
HYDRAULCS RCH= 3 0.740 0 1.07 0 0.025
HYDRAULCS RCH= 4 0.740 0 1.07 0 0.025
HYDRAULCS RCH= 5 0.740 0 1.07 0 0.025
HYDRAULCS RCH= 6 0.740 0 1.07 0 0.025
HYDRAULCS RCH= 7 0.740 0 1.07 0 0.025
HYDRAULCS RCH= 8 0.740 0 1.07 0 0.025
HYDRAULCS RCH= 9 0.740 0 1.07 0 0.025
HYDRAULCS RCH= 10 0.740 0 1.07 0 0.025
HYDRAULCS RCH= 11 0.740 0 1.07 0 0.025
HYDRAULCS RCH= 12 0.740 0 1.07 0 0.025
HYDRAULCS RCH= 13 0.740 0 1.07 0 0.025
HYDRAULCS RCH= 14 0.740 0 1.07 0 0.025
HYDRAULCS RCH= 15 0.740 0 1.07 0 0.025
HYDRAULCS RCH= 16 0.740 0 1.07 0 0.025
ENDATAS
ENDATA5A
REACT COEF RCH= 1 0.205 0 0.149 5
REACT COEF RCH= 2 0.205 0 0.145 5
REACT COEF RCH= 3 0.205 0 0.140 5
REACT COEF RCH= 4 0.205 0 0.130 5
REACT COEF RCH= 5 0.205 0 0.119 5
REACT COEF RCH= 6 0.205 0 0.111 5
REACT COEF RCH= 7 0.205 0 0.100 5
REACT COEF RCH= 8 0.205 0 0.093 5
REACT COEF RCH= 9 0.205 0 0.083 5
REACT COEF RCH= 10 0.205 0 0.075 5
REACT COEF RCH= 11 0.205 0 0.075 5
REACT COEF RCH= 12 0.205 0 0.075 5
REACT COEF RCH= 13 0.205 0 0.075 5
REACT COEF RCH= 14 0.205 0 0.075 5
REACT COEF RCH= 15 0.205 0 0.075 5
REACT COEF RCH= 16 0.205 0 0.075 5
ENDATA6
N AND P COEF RCH= 1 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 2 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 3 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 4 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 5 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 6 0.1 0.1 0.2 0 0.5
Page 2

N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
ENDATA6A
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ENDATA6b
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
ENDATA7
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
ENDATA7A
INCR FLOW-1 RCH= 1
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
7
8
10
11
12
13
14
15
16
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
WLAScen2.inp
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
1 0.33 0.07
2 0.33 0.07
3 0.33 0.07
4 0.33 0.07
5 0.33 0.07
6 0.33 0.07
7 0.33 0.07
8 0.33 0.07
9 0.33 0.07
10 0.33 0.07
11 0.33 0.07
12 0.33 0.07
13 0.33 0.07
14 0.33 0.07
15 0.33 0.07
16 0.33 0.07
Page 3
0
o
o
0
0
o
0
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13

INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
INCR FLOW-1
INCR FLOW-1
INCR FLOW-1
INCR FLOW-1
ENDATA8
INCR FLOW-2
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
ENDATA8A
ENDATA9
HEADWTR-1
ENDATA10
HEADWTR-2
ENDATA10A
POINTLD-1
POINTLD-1
POINTLD-1
POINTLD-1
ENDATA11
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
ENDATA11A
ENDATA12
ENDATA13
ENDATA13A
WLAScen2.inp
RCH= 2
RCH= 3
RCH= 4
RCH= 5
RCH= 6
RCH= 7
RCH= 8
RCH= 9
RCH= 10
RCH= 11
RCH= 12
RCH= 13
RCH= 14
RCH= 15
RCH= 16
RCH= 1
RCH= 2
RCH= 3
RCH= 4
RCH= 5
RCH= 6
RCH= 7
RCH= 8
RCH= 9
RCH= 10
RCH= 11
RCH= 12
RCH= 13
RCH= 14
RCH= 15
RCH= 16
HDW= 1 Rich Fork Creek 1.90 56.5 8.2 2.00
HDW= 1 0.33 0.07 0.01 0.13
PTL=
PTL=
PTL=
PTL=
1 westside ww
2 Kennedy Mil
3 Hunts Fork
4 Hamby Creek
PTL= 1
PTL= 2
PTL= 3
PTL= 4
15.47 77.0 7.0 24.70
0.70 56.5 8.2 2.00
1.18 56.5 8.2 2.00
2.97 56.5 8.2 2.00
3.00 1.80 0.02 12.89
0.33 0.07 0.01 0.13
0.33 0.07 0.01 0.13
0.33 0.07 0.01 0.13
Page 4

MODEL • *
1996
$$$ (PROBLEM TITLES) $$$
CARD TYPE
TITLE01
Conditions
TITLE02
Q = 8
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.23000
0.00000
TITLE03 NO
TITLE04 NO
TITLE05 NO
TITLE06 NO
TITLE07 YES
TITLE08 NO
TITLE09 NO
TITLE10
TITLE11 YES
TITLE12
TITLE13 YES
TITLE14 NO
TITLE15 NO
ENDTITLE
WLAScen2.out
* * * QUAL-2E STREAM QUALITY ROUTING
version 3.22 -- May
QUAL-2E PROGRAM TITLES
Scenario 2 - Restored channel; Winter Critical
Rich Fork Creek from WWTP to mouth; High Pt discharge
CONSERVATIVE MINERAL I
CONSERVATIVE MINERAL II
CONSERVATIVE MINERAL III
TEMPERATURE
BIOCHEMICAL OXYGEN DEMAND
ALGAE AS CHL-A IN UG/L
PHOSPHORUS CYCLE AS P IN MG/L
(ORGANIC-P; DISSOLVED-P)
NITROGEN CYCLE AS N IN MG/L
(ORGANIC-N; AMMONIA-N; NITRITE-N, NITRATE-N)
DISSOLVED OXYGEN IN MG/L
FECAL COLIFORMS IN NO./100 ML
ARBITRARY NON -CONSERVATIVE
$$$ DATA TYPE 1 (CONTROL
CARD TYPE
LIST DATA INPUT
WRITE OPTIONAL SUMMARY
NO FLOW AUGMENTATION
STEADY STATE
NO TRAPEZOIDAL CHANNELS
PRINT SOLAR/LCD DATA
PLOT DO/BOD
FIXED DNSTRM CONC (YES=1)
INPUT METRIC (YES=1)
NUMBER OF REACHES
DATA) $$$
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
16.00000
Page 1
CARD TYPE
5D-ULT BOD CONY K COEF
OUTPUT METRIC (YES=1)
NUMBER OF JUNCTIONS

0.00001
0.06000
0.00000
0/MG N)
0/MG A)
N/MG A)
(1/DAY)
(MG/L)
0.00000
4.00000
0.10000
1.00000
80.00000
NUM OF HEADWATERS
TIME STEP (HOURS)
MAXIMUM SSTATE ITERATIONS
LATITUDE OF BASIN (DEG)
STANDARD MERIDIAN (DEG)
248.00000
EVAP. COEFF. (AE)
ELEV OF BASIN (ELEV)
ENDATA1
WLAScen2.out
1.00000
1.00000
30.00000
35.00000
75.00000
0.00103
680.00000
0.00000
NUMBER OF POINT LOADS
LNTH COMP ELEMENT (DX)
TIME INC. FOR RPT2 (HRS)
LONGITIUDE OF BASIN (DEG)
DAY OF YEAR START TIME
EVAP COEF. (BE)
DUST ATTENUATION COEF.
$$$ DATA TYPE 1A (ALGAE PRODUCTION AND NITROGEN
CARD TYPE
O UPTAKE BY NH3 OXID(MG 0/MG N)
1.1400
O PROD BY ALGAE (MG 0/MG A)
1.9000
N CONTENT OF ALGAE (MG N/MG A)
0.0130
ALG MAX SPEC GROTH RATE(1/DAY)
0.1000
N HALF SATURATION CONST (MG/L)
0.0400
LIN ALG SHADE CO (1/FT-UGCHA/L=)
SHADE(1/FT-(UGCHA/L)**2/3)= 0.0165
LIGHT FUNCTION OPTION (LFNOPT)
(BTU/FT2-MIN) = 0.0300
DAILY AVERAGING OPTION (LAVOPT)
(AFACT) 0.9200
NUMBER OF DAYLIGHT HOURS (NDLH)
(BTU/FT-2)= 400.0000
ALGY GROWTH CALC OPTION (LGROPT)
(PREFN) 0.5000
ALG/TEMP SOLR RAD FACTOR (TFACT)
INHIBITION COEF 10.0000
ENDATA1A
0.0000
$$$
3.4300
1.6000
0.0850
2.0000
0.2000
0.0027
1.0000
1.0000
11.2000
1.0000
0.4500
0.0000
OXIDATION CONSTANTS) $$$
$$$ DATA TYPE 1B (TEMPERATURE CORRECTION CONSTANTS
CARD TYPE RATE CODE
THETA( 1) BOD DECA
THETA( 2) BOD SETT
THETA( 3) OXY TRAN
THETA( 4) SOD RATE
THETA( 5) ORGN DEC
THETA( 6) ORGN SET
THETA( 7) NH3 DECA
THETA( 8) NH3 SRCE
THETA( 9) NO2 DECA
THETA(10) PORG DEC
THETA(11) PORG SET
THETA(12) DISP SRC
THETA VALUE
1.047
1.024
1.024
1.060
1.047
1.024
1.083
1.074
1.047
1.047
1.024
1.074
Page 2
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
CARD TYPE
O UPTAKE BY NO3 OXID(MG
O UPTAKE BY ALGAE (MG
P CONTENT OF ALGAE (MG
ALGAE RESPIRATION RATE
P HALF SATURATION CONST
NLIN
LIGHT SAT'N COEF
LIGHT AVERAGING FACTOR
TOTAL DAILY SOLR RAD
ALGAL PREF FOR NH3-N
NITRIFICATION
FOR RATE COEFFICIENTS)

R. MI/KM
12.2
12.0
11.7
10.9
10.4
9.9
9.2
9.0
8.0
7.9
6.4
5.6
4.5
2.8
1.7
0.0
0.0
SOURCES
0.
WLAScen2.out
THETA(13) ALG GROW 1.047 DFLT
THETA(14) ALG RESP 1.047 DFLT
THETA(15) ALG SETT 1.024 DFLT
THETA(16) COLI DEC 1.047 DFLT
THETA(17) ANC DECA 1.000 DFLT
THETA(18) ANC SETT 1.024 DFLT
THETA(19) ANC SRCE 1.000 DFLT
ENDATA1B
$$$ DATA TYPE 2 (REACH IDENTIFICATION) $$$
CARD TYPE REACH ORDER AND IDENT R. MI/KM
STREAM REACH 1.0 WWTP to 109 pool FROM 12.5 TO
STREAM REACH 2.0 through 109 pool FROM 12.2 TO
STREAM REACH 3.0 to Bedrock Knoll FROM 12.0 TO
STREAM REACH 4.0 to MS Rd FROM 11.7 TO
STREAM REACH 5.0 to confluence FROM 10.9 TO
STREAM REACH 6.0 to breakpoint FROM 10.4 TO
STREAM REACH 7.0 to ball road FROM 9.9 TO
STREAM REACH 8.0 through ball pool FROM 9.2 TO
STREAM REACH 9.0 to Kanoy Road FROM 9.0 TO
STREAM REACH 10.0 through kanoy pool FROM 8.0 TO
STREAM REACH 11.0 to shuler road FROM 7.9 TO
STREAM REACH 12.0 to utility easement FROM 6.4 TO
STREAM REACH 13.0 to below evans road FROM 5.6 TO
STREAM REACH 14.0 to below business 8 FROM 4.5 TO
STREAM REACH 15.0 to below old hwy 29 FROM 2.8 TO
STREAM REACH 16.0 to mouth FROM 1.7 TO
ENDATA2 0.0 0.0
$$$ DATA TYPE 3 (TARGET LEVEL DO AND FLOW AUGMENTATION SOURCES) $$$
CARD TYPE REACH AVAIL HDWS TARGET ORDER OF AVAIL
ENDATA3 0. 0. 0.0 0. 0. 0. 0. 0.
$$$ DATA TYPE 4 (COMPUTATIONAL REACH FLAG FIELD) $$$
CARD TYPE REACH ELEMENTS/REACH
FLAG FIELD 1. 3.
1.6.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 2. 2.
6.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 3. 3.
Page 3
COMPUTATIONAL FLAGS

WLA5cen2.out
2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 4. 8.
2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 5. 5.
2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 6. 5.
2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 7. 7.
2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 8. 2.
2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 9. 10.
2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 10. 1.
2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 11. 15.
2.2.2.2.6.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.
FLAG FIELD 12. 8.
2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 13. 11.
2.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.
FLAG FIELD 14. 17.
2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.0.0.0.
FLAG FIELD 15. 11.
2.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.
FLAG FIELD 16. 17.
2.2.2.2.2.2.2.6.2.2.2.2.2.2.2.2.5.0.0.0.
ENDATA4 0. 0.
0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
CMANN
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
$$$ DATA TYPE 5 (HYDRAULIC DATA FOR DETERMINING VELOCITY AND DEPTH) $$$
CARD TYPE REACH COEF-DSPN COEFQV EXPOQV COEFQH EXPOQH
HYDRAULCS 1. 0.00 0.740 0.000 1.070 0.000
HYDRAULCS 2. 0.00 0.740 0.000 1.070 0.000
HYDRAULCS 3. 0.00 0.740 0.000 1.070 0.000
HYDRAULCS 4. 0.00 0.740 0.000 1.070 0.000
HYDRAULCS 5. 0.00 0.740 0.000 1.070 0.000
HYDRAULCS 6. 0.00 0.740 0.000 1.070 0.000
HYDRAULCS 7. 0.00 0.740 0.000 1.070 0.000
HYDRAULCS 8. 0.00 0.740 0.000 1.070 0.000
HYDRAULCS 9. 0.00 0.740 0.000 1.070 0.000
HYDRAULCS 10. 0.00 0.740 0.000 1.070 0.000
HYDRAULCS 11. 0.00 0.740 0.000 1.070 0.000
HYDRAULCS 12. 0.00 0.740 0.000 1.070 0.000
HYDRAULCS 13. 0.00 0.740 0.000 1.070 0.000
HYDRAULCS 14. 0.00 0.740 0.000 1.070 0.000
HYDRAULCS 15. 0.00 0.740 0.000 1.070 0.000
Page 4

0.025
0.025
0.000
ATM
PRESSURE
0.00
$$$
WLAScen2.out
HYDRAULCS 16. 0.00 0.740 0.000 1.070 0.000
ENDATAS 0. 0.00 0.000 0.000 0.000 0.000
$$$ DATA TYPE 5A (STEADY STATE TEMPERATURE AND CLIMATOLOGY DATA) $$$
CARD TYPE
WIND
ENDATASA
0.00
DUST CLOUD DRY BULB WET BULB
SOLAR RAD
REACH ELEVATION COEF COVER TEMP TEMP
ATTENUATION
0. 0.00 0.00 0.00 0.00 0.00
0.00
$$$ DATA TYPE 6 (REACTION COEFFICIENTS FOR DEOXYGENATION AND REAERATION)
CARD TYPE
COEQK2 OR EXPQK2
REACH K1 K3 SOD K20PT K2
RATE
TSIV COEF OR SLOPE
FOR OPT 8 FOR OPT 8
REACT COEF 1. 0.20 0.00 0.149 5. 0.00
0.000 0.00000
REACT COEF 2. 0.20 0.00 0.145 5. 0.00
0.000 0.00000
REACT COEF 3. 0.20 0.00 0.140 5. 0.00
0.000 0.00000
REACT COEF 4. 0.20 0.00 0.130 5. 0.00
0.000 0.00000
REACT COEF 5. 0.20 0.00 0.119 5. 0.00
0.000 0.00000
REACT COEF 6. 0.20 0.00 0.111 5. 0.00
0.000 0.00000
REACT COEF 7. 0.20 0.00 0.100 5. 0.00
0.000 0.00000
REACT COEF 8. 0.20 0.00 0.093 5. 0.00
0.000 0.00000
REACT COEF 9. 0.20 0.00 0.083 5. 0.00
0.000 0.00000
REACT COEF 10. 0.20 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 11. 0.20 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 12. 0.20 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 13. 0.20 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 14. 0.20 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 15. 0.20 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 16. 0.20 0.00 0.075 5. 0.00
0.000 0.00000
ENDATA6 0. 0.00 0.00 0.000 0. 0.00
0.000 0.00000
$$$ DATA TYPE 6A (NITROGEN AND PHOSPHORUS CONSTANTS) $$$
CARD TYPE REACH CKNH2 SETNH2 CKNH3 SNH3 CKNO2
CKPORG SETPORG SP04
Page 5

WLAScen2.out
N AND P COEF 1. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 2. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 3. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 4. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 5. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 6. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 7. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 8. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 9. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 10. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 11. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 12. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 13. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 14. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 15. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 16. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
ENDATA6A 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 6B (ALGAE/OTHER COEFFICIENTS) $$$
CARD TYPE REACH ALPHAO ALGSET EXCOEF CK5 CKANC
SETANC SRCANC
CKCOLI
ALG/OTHER COEF 1. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 2. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 3. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 4. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 5. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 6. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 7. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 8. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 9. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 10. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 11. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 12. 50.00 0.00 0.01 0.00 0.00
Page 6

WLAScen2.out
0.00 0.00
ALG/OTHER COEF 13. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 14. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 15. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 16. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ENDATA6b 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
$$$ DATA TYPE 7 (INITIAL CONDITIONS) $$$
CARD TYPE REACH TEMP D.O. BOD CM-1 CM-2
CM-3 ANC COLI
INITIAL COND-1 1. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 2. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 3. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 4. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 5. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 6. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 7. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 8. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 9. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 10. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 11. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 12. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 13. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 14. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 15. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 16. 56.50 7.00 2.00 0.00 0.00
0.00 0.00 0.00
ENDATA7 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 7A (INITIAL CONDITIONS FOR CHOROPHYLL A, NITROGEN, AND
PHOSPHORUS) $$$
CARD TYPE REACH CHL-A ORG-N NH3-N NO2-N NO3-N
ORG-P DIS-P
INITIAL COND-2 1. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 2. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 3. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 4. 0.00 0.33 0.07 0.01 0.13
Page 7

WLAScen2.out
0.00 0.00
INITIAL COND-2 5. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 6. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 7. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 8. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 9. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 10. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 11. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 12. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 13. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 14. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 15. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 16. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
ENDATA7A 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
$$$ DATA TYPE 8 (INCREMENTAL INFLOW CONDITIONS) $$$
CARD TYPE REACH FLOW TEMP D.O. BOD CM-1
CM-2 CM-3 ANC COLI
INCR FLOW-1 R 1. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 2. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 3. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 4. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 5. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 6. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 7. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 8. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 9. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 10. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 11. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 12. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 13. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 14. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 15. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 16. 0.000 0.00 0.00 0.00 0.00
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0.00 0.00 0.00 0.00
ENDATA8 0. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
$$$ DATA TYPE 8A (INCREMENTAL INFLOW CONDITIONS FOR CHLOROPHYLL A,
NITROGEN, AND PHOSPHORUS) $$$
CARD TYPE REACH CHL-A ORG-N NH3-N NO2-N NO3-N
ORG-P DIS-P
INCR FLOW-2 R 1. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 2. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 3. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 4. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 5. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 6. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 7. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 8. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 9. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 10. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 11. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 12. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 13. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 14. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 15. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 16. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
ENDATA8A 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
TRIB
0.
$$$ DATA TYPE 9 (STREAM JUNCTIONS) $$$
CARD TYPE JUNCTION ORDER AND IDENT UPSTRM JUNCTION
ENDATA9 0. 0. 0.
$$$ DATA TYPE 10 (HEADWATER SOURCES) $$$
CARD TYPE HDWTR NAME
CM-1 CM-2 CM-3
ORDER
HEADWTR-1 1. Rich Fork Creek
0.00 0.00 0.00
ENDATA10 0.
0.00 0.00 0.00
FLOW TEMP D.O. BOD
1.90 56.50
0.00 0.00
8.20 2.00
0.00 0.00
$$$ DATA TYPE 10A (HEADWATER CONDITIONS FOR CHLOROPHYLL, NITROGEN,
PHOSPHORUS,
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COLIFORM AND SELECTED NON -CONSERVATIVE CONSTITUENT) $$$
CARD TYPE HDWTR ANC COLI CHL-A ORG-N NH3-N NO2-N
NO3-N ORG-P DIS-P
ORDER
HEADWTR-2 1. 0.00 0.00E+00 0.00 0.33 0.07 0.01
0.13 0.00 0.00
ENDATA10A 0. 0.00 0.00E+00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 11 (POINT SOURCE / POINT SOURCE CHARACTERISTICS) $$$
POINT
CARD TYPE LOAD NAME EFF FLOW TEMP D.O.
BOD CM-1 CM-2 CM-3
ORDER
POINTLD-1 1. Westside WW 0.00 15.47 77.00 7.00
24.70 0.00 0.00 0.00
POINTLD-1 2. Kennedy Mil 0.00 0.70 56.50 8.20
2.00 0.00 0.00 0.00
POINTLD-1 3. Hunts Fork 0.00 1.18 56.50 8.20
2.00 0.00 0.00 0.00
POINTLD-1 4. Hamby Creek 0.00 2.97 56.50 8.20
2.00 0.00 0.00 0.00
ENDATA11 0. 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
$$$ DATA TYPE 11A (POINT SOURCE CHARACTERISTICS - CHLOROPHYLL A, NITROGEN,
PHOSPHORUS,
COLIFORMS AND SELECTED NON -CONSERVATIVE CONSTITUENT)
$$$
POINT
CARD TYPE LOAD ANC COLI CHL-A ORG-N NH3-N NO2-N
NO3-N ORG-P DIS-P
ORDER
POINTLD-2 1. 0.00 0.00E+00 0.00 3.00 1.80 0.02
12.89 0.00 0.00
POINTLD-2 2. 0.00 0.00E+00 0.00 0.33 0.07 0.01
0.13 0.00 0.00
POINTLD-2 3. 0.00 0.00E+00 0.00 0.33 0.07 0.01
0.13 0.00 0.00
POINTLD-2 4. 0.00 0.00E+00 0.00 0.33 0.07 0.01
0.13 0.00 0.00
ENDATAllA 0. 0.00 0.00E+00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 12 (DAM CHARACTERISTICS) $$$
DAM RCH ELE ADAM BDAM FDAM HDAM
ENDATA12 0. 0. 0. 0.00 0.00 0.00 0.00
$$$ DATA TYPE 13 (DOWNSTREAM BOUNDARY CONDITIONS-1) $$$
CARD TYPE
CM-3 ANC COLI
TEMP
D.O. BOD CM-1 CM-2
ENDATA13 DOWNSTREAM BOUNDARY CONCENTRATIONS ARE
UNCONSTRAINED
$$$ DATA TYPE 13A (DOWNSTREAM BOUNDARY CONDITIONS-2) $$$
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CARD TYPE CHL-A ORG-N NH3-N NO2-N NH3-N
ORG-P DIS-P
ENDATA13A DOWNSTREAM BOUNDARY CONCENTRATIONS ARE
UNCONSTRAINED
BIOCHEMICAL OXYGEN DEMAND
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 2.00 22.20 22.17
2 21.37 21.34
3 21.31 21.28 21.26
4 21.23 21.20 21.18 21.15 21.12 21.10 21.07 21.04
5 21.02 20.99 20.96 20.94 20.91
6 20.89 20.86 20.83 20.81 20.78
7 20.75 20.73 20.70 20.68 20.65 20.62 20.60
8 20.57 20.55
9 20.52 20.49 20.47 20.44 20.42 20.39 20.37 20.34 20.31 20.29
10 20.26
11 20.24 20.21 20.19 20.16 19.02 19.00 18.98 18.95 18.93 18.90 18.88 18.86 18.83
18.81 18.79
12 18.76 18.74 18.71 18.69 18.67 18.64 18.62 18.60
13 18.57 18.55 18.53 18.50 18.48 18.46 18.43 18.41 18.39 18.36 18.34
14 18.32 18.29 18.27 18.25 18.23 18.20 18.18 18.16 18.13 18.11 18.09 18.07 18.04
18.02 18.00 17.97 17.95
15 17.93 17.91 17.88 17.86 17.84 17.82 17.79 17.77 17.75 17.73 17.70
16 17.68 17.66 17.64 17.62 17.59 17.57 17.55 15.45 15.43 15.41 15.39 15.37 15.36
15.34 15.32 15.30 15.28
ORGANIC NITROGEN AS N IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.33 2.71 2.70
2 2.61 2.60
3 2.60 2.60 2.59
4 2.59 2.59 2.58 2.58 2.58 2.57 2.57 2.57
5 2.56 2.56 2.56 2.55 2.55
6 2.55 2.54 2.54 2.54 2.53
7 2.53 2.53 2.52 2.52 2.52 2.51 2.51
8 2.51 2.50
9 2.50 2.50 2.49 2.49 2.49 2.48 2.48 2.48 2.47 2.47
10 2.47
11 2.46 2.46 2.46 2.45 2.32 2.32 2.31 2.31 2.31 2.30 2.30 2.30 2.30
2.29 2.29
12 2.29 2.28 2.28 2.28 2.27 2.27 2.27 2.27
13 2.26 2.26 2.26 2.25 2.25 2.25 2.24 2.24 2.24 2.24 2.23
14 2.23 2.23 2.22 2.22 2.22 2.21 2.21 2.21 2.21 2.20 2.20 2.20 2.19
2.19 2.19 2.19 2.18
15 2.18 2.18 2.17 2.17 2.17 2.17 2.16 2.16 2.16 2.15 2.15
16 2.15 2.15 2.14 2.14 2.14 2.13 2.13 1.89 1.89 1.88 1.88 1.88 1.88
1.87 1.87 1.87 1.87
AMMONIA AS N IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.07 1.61 1.61
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2 1.55 1.55
3 1.55 1.55 1.55
4 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55
5 1.55 1.55 1.55 1.55 1.55
6 1.55 1.55 1.55 1.55 1.55
7 1.55 1.55 1.55 1.55 1.55 1.55 1.55
8 1.55 1.55
9 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55
10 1.55
11 1.55 1.55 1.55 1.55 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46
1.46 1.46
12 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46
13 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46
14 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46
1.46 1.46 1.46 1.46
15 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46
16 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.27 1.27 1.27 1.27 1.27 1.27
1.27 1.27 1.27 1.27
NITRITE AS N IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.01 0.02 0.02
2 0.02 0.02
3 0.03 0.03 0.03
4 0.03 0.03 0.03 0.03 0.04 0.04 0.04 0.04
5 0.04 0.04 0.04 0.05 0.05
6 0.05 0.05 0.05 0.05 0.05
7 0.05 0.06 0.06 0.06 0.06 0.06 0.06
8 0.06 0.07
9 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.08 0.08 0.08
10 0.08
11 0.08 0.08 0.08 0.09 0.08 0.08 0.08 0.09 0.09 0.09 0.09 0.09 0.09
0.09 0.09
12 0.09 0.10 0.10 0.10 0.10 0.10 0.10 0.10
13 0.10 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.12
14 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.13 0.13 0.13 0.13
0.13 0.13 0.13 0.13
15 0.13 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14
16 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.13 0.13 0.13 0.14 0.14 0.14
0.14 0.14 0.14 0.14
NITRATE AS N IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.13 11.49 11.49
2 11.05 11.05
3 11.05 11.05 11.05
4 11.05 11.05 11.05 11.05 11.06 11.06 11.06 11.06
5 11.06 11.06 11.06 11.06 11.06
6 11.06 11.06 11.06 11.06 11.06
7 11.06 11.06 11.06 11.06 11.06 11.06 11.06
8 11.06 11.06
9 11.06 11.06 11.06 11.06 11.06 11.06 11.06 11.06 11.06 11.06
10 11.06
11 11.06 11.06 11.06 11.06 10.39 10.39 10.39 10.39 10.39 10.39 10.39 10.39 10.39
10.39 10.39
12 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40
13 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40
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14 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.41 10.41 10.41
10.41 10.41 10.41 10.41
15 10.41 10.41 10.41 10.41 10.41 10.41 10.41 10.41 10.41 10.41 10.41
16 10.41 10.41 10.41 10.41 10.41 10.41 10.42 9.04 9.04 9.04 9.04 9.04 9.04
9.04 9.04 9.04 9.04
DISSOLVED OXYGEN IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 8.18 7.11 7.10
2 7.13 7.12
3 7.11 7.10 7.09
4 7.08 7.07 7.07 7.06 7.05 7.04 7.04 7.03
5 7.03 7.02 7.02 7.02 7.01
6 7.01 7.01 7.01 7.01 7.00
7 7.00 7.01 7.01 7.01 7.01 7.01 7.01
8 7.01 7.01
9 7.02 7.02 7.02 7.03 7.03 7.04 7.04 7.04 7.05 7.05
10 7.06
11 7.06 7.07 7.07 7.08 7.15 7.16 7.16 7.17 7.18 7.18 7.19 7.19 7.20
7.20 7.21
12 7.21 7.22 7.22 7.23 7.23 7.24 7.24 7.25
13 7.25 7.26 7.26 7.27 7.27 7.28 7.28 7.29 7.29 7.29 7.30
14 7.30 7.31 7.31 7.32 7.32 7.32 7.33 7.33 7.34 7.34 7.34 7.35 7.35
7.36 7.36 7.36 7.37
15 7.37 7.37 7.38 7.38 7.39 7.39 7.39 7.40 7.40 7.40 7.41
16 7.41 7.41 7.42 7.42 7.42 7.43 7.43 7.54 7.54 7.55 7.55 7.56 7.56
7.57 7.57 7.57 7.58
DISSOLVED OXYGEN IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 8.18 7.11 7.10
2 7.13 7.12
3 7.11 7.10 7.09
4 7.08 7.07 7.07 7.06 7.05 7.04 7.04 7.03
5 7.03 7.02 7.02 7.02 7.01
6 7.01 7.01 7.01 7.01 7.00
7 7.00 7.01 7.01 7.01 7.01 7.01 7.01
8 7.01 7.01
9 7.02 7.02 7.02 7.03 7.03 7.04 7.04 7.04 7.05 7.05
10 7.06
11 7.06 7.07 7.07 7.08 7.15 7.16 7.16 7.17 7.18 7.18 7.19 7.19 7.20
7.20 7.21
12 7.21 7.22 7.22 7.23 7.23 7.24 7.24 7.25
13 7.25 7.26 7.26 7.27 7.27 7.28 7.28 7.29 7.29 7.29 7.30
14 7.30 7.31 7.31 7.32 7.32 7.32 7.33 7.33 7.34 7.34 7.34 7.35 7.35
7.36 7.36 7.36 7.37
15 7.37 7.37 7.38 7.38 7.39 7.39 7.39 7.40 7.40 7.40 7.41
16 7.41 7.41 7.42 7.42 7.42 7.43 7.43 7.54 7.54 7.55 7.55 7.56 7.56
7.57 7.57 7.57 7.58
BIOCHEMICAL OXYGEN DEMAND
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 2.00 22.20 22.17
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2 21.37 21.34
3 21.31 21.28 21.26
4 21.23 21.20 21.18 21.15 21.12 21.10 21.07 21.04
5 21.02 20.99 20.96 20.94 20.91
6 20.89 20.86 20.83 20.81 20.78
7 20.75 20.73 20.70 20.68 20.65 20.62 20.60
8 20.57 20.55
9 20.52 20.49 20.47 20.44 20.42 20.39 20.37 20.34 20.31 20.29
10 20.26
11 20.24 20.21 20.19 20.16 19.02 19.00 18.98 18.95 18.93 18.90 18.88 18.86 18.83
18.81 18.79
12 18.76 18.74 18.71 18.69 18.67 18.64 18.62 18.60
13 18.57 18.55 18.53 18.50 18.48 18.46 18.43 18.41 18.39 18.36 18.34
14 18.32 18.29 18.27 18.25 18.23 18.20 18.18 18.16 18.13 18.11 18.09 18.07 18.04
18.02 18.00 17.97 17.95
15 17.93 17.91 17.88 17.86 17.84 17.82 17.79 17.77 17.75 17.73 17.70
16 17.68 17.66 17.64 17.62 17.59 17.57 17.55 15.45 15.43 15.41 15.39 15.37 15.36
15.34 15.32 15.30 15.28
ORGANIC NITROGEN AS N IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.33 2.71 2.70
2 2.61 2.60
3 2.60 2.60 2.59
4 2.59 2.59 2.58 2.58 2.58 2.57 2.57 2.57
5 2.56 2.56 2.56 2.55 2.55
6 2.55 2.54 2.54 2.54 2.53
7 2.53 2.53 2.52 2.52 2.52 2.51 2.51
8 2.51 2.50
9 2.50 2.50 2.49 2.49 2.49 2.48 2.48 2.48 2.47 2.47
10 2.47
11 2.46 2.46 2.46 2.45 2.32 2.32 2.31 2.31 2.31 2.30 2.30 2.30 2.30
2.29 2.29
12 2.29 2.28 2.28 2.28 2.27 2.27 2.27 2.27
13 2.26 2.26 2.26 2.25 2.25 2.25 2.24 2.24 2.24 2.24 2.23
14 2.23 2.23 2.22 2.22 2.22 2.21 2.21 2.21 2.21 2.20 2.20 2.20 2.19
2.19 2.19 2.19 2.18
15 2.18 2.18 2.17 2.17 2.17 2.17 2.16 2.16 2.16 2.15 2.15
16 2.15 2.15 2.14 2.14 2.14 2.13 2.13 1.89 1.89 1.88 1.88 1.88 1.88
1.87 1.87 1.87 1.87
AMMONIA AS N IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.07 1.61 1.61
2 1.55 1.55
3 1.55 1.55 1.55
4 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55
5 1.55 1.55 1.55 1.55 1.55
6 1.55 1.55 1.55 1.55 1.55
7 1.55 1.55 1.55 1.55 1.55 1.55 1.55
8 1.55 1.55
9 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55
10 1.55
11 1.55 1.55 1.55 1.55 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46
1.46 1.46
12 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46
13 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46
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14 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46
1.46 1.46 1.46 1.46
15 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46
16 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.27 1.27 1.27 1.27 1.27 1.27
1.27 1.27 1.27 1.27
NITRITE AS N IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.01 0.02 0.02
2 0.02 0.02
3 0.03 0.03 0.03
4 0.03 0.03 0.03 0.03 0.04 0.04 0.04 0.04
5 0.04 0.04 0.04 0.05 0.05
6 0.05 0.05 0.05 0.05 0.05
7 0.05 0.06 0.06 0.06 0.06 0.06 0.06
8 0.06 0.07
9 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.08 0.08 0.08
10 0.08
11 0.08 0.08 0.08 0.09 0.08 0.08 0.08 0.09 0.09 0.09 0.09 0.09 0.09
0.09 0.09
12 0.09 0.10 0.10 0.10 0.10 0.10 0.10 0.10
13 0.10 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.12
14 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.13 0.13 0.13 0.13
0.13 0.13 0.13 0.13
15 0.13 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14
16 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.13 0.13 0.13 0.14 0.14 0.14
0.14 0.14 0.14 0.14
NITRATE AS N IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.13 11.49 11.49
2 11.05 11.05
3 11.05 11.05 11.05
4 11.05 11.05 11.05 11.05 11.06 11.06 11.06 11.06
5 11.06 11.06 11.06 11.06 11.06
6 11.06 11.06 11.06 11.06 11.06
7 11.06 11.06 11.06 11.06 11.06 11.06 11.06
8 11.06 11.06
9 11.06 11.06 11.06 11.06 11.06 11.06 11.06 11.06 11.06 11.06
10 11.06
11 11.06 11.06 11.06 11.06 10.39 10.39 10.39 10.39 10.39 10.39 10.39 10.39 10.39
10.39 10.39
12 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40
13 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40
14 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.41 10.41 10.41
10.41 10.41 10.41 10.41
15 10.41 10.41 10.41 10.41 10.41 10.41 10.41 10.41 10.41 10.41 10.41
16 10.41 10.41 10.41 10.41 10.41 10.41 10.42 9.04 9.04 9.04 9.04 9.04 9.04
9.04 9.04 9.04 9.04
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 1
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
s,s,*** STEADY STATE SIMULATION *****
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HYDRAULICS SUMMARY ;;•
ELE RCH ELE BEGIN END POINT INCR TRVL
BOTTOM X-SECT DSPRSN
ORD NUM NUM LOC LOC FLOW SRCE FLOW VEL TIME DEPTH
WIDTH VOLUME AREA AREA COEF
MILE MILE CFS CFS CFS FPS DAY FT
FT K-FT-3 K-FT-2 FT-2 FT-2/S
1 1 1 12.50 12.40 1.90 0.00 0.00
2.400 1.36 2.40 2.57 0.00
2 1 2 12.40 12.30 17.37 15.47 0.00
21.937 12.39 12.71 23.47 0.00
3 1 3 12.30 12.20 17.37 0.00 0.00
21.937 12.39 12.71 23.47 0.00
0.740
0.740
0.740
0.008
0.008
0.008
1.070
1.070
1.070
4 2 1 12.20 12.10 18.07 0.70 0.00 0.740 0.008 1.070
22.821 12.89 13.18 24.42 0.00
5 2 2 12.10 12.00 18.07 0.00 0.00 0.740 0.008 1.070
22.821 12.89 13.18 24.42 0.00
6 3 1 12.00 11.90 18.07 0.00 0.00
22.821 12.89 13.18 24.42 0.00
7 3 2 11.90 11.80 18.07 0.00 0.00
22.821 12.89 13.18 24.42 0.00
8 3 3 11.80 11.70 18.07 0.00 0.00
22.821 12.89 13.18 24.42 0.00
9 4 1 11.70 11.60 18.07 0.00 0.00
22.821 12.89 13.18 24.42 0.00
10 4 2 11.60 11.50 18.07 0.00 0.00
22.821 12.89 13.18 24.42 0.00
11 4 3 11.50 11.40 18.07 0.00 0.00
22.821 12.89 13.18 24.42 0.00
12 4 4 11.40 11.30 18.07 0.00 0.00
22.821 12.89 13.18 24.42 0.00
13 4 5 11.30 11.20 18.07 0.00 0.00
22.821 12.89 13.18 24.42 0.00
14 4 6 11.20 11.10 18.07 0.00 0.00
22.821 12.89 13.18 24.42 0.00
15 4 7 11.10 11.00 18.07 0.00 0.00
22.821 12.89 13.18 24.42 0.00
16 4 8 11.00 10.90 18.07 0.00 0.00
22.821 12.89 13.18 24.42 0.00
17 5 1 10.90 10.80 18.07 0.00 0.00
22.821 12.89 13.18 24.42 0.00
18 5 2 10.80 10.70 18.07 0.00 0.00
22.821 12.89 13.18 24.42 0.00
19 5 3 10.70 10.60 18.07 0.00 0.00
22.821 12.89 13.18 24.42 0.00
20 5 4 10.60 10.50 18.07 0.00 0.00
22.821 12.89 13.18 24.42 0.00
21 5 5 10.50 10.40 18.07 0.00 0.00
22.821 12.89 13.18 24.42 0.00
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
22 6 1 10.40 10.30 18.07 0.00 0.00 0.740 0.008 1.070
Page 16

22.821
23 6
22.821
24 6
22.821
25 6
22.821
26 6
22.821
27 7
22.821
28 7
22.821
29 7
22.821
30 7
22.821
31 7
22.821
32 7
22.821
33 7
22.821
WLAScen2.out
12.89 13.18 24.42 0.00
2 10.30 10.20 18.07 0.00 0.00
12.89 13.18 24.42 0.00
3 10.20 10.10 18.07 0.00 0.00
12.89 13.18 24.42 0.00
4 10.10 10.00 18.07 0.00 0.00
12.89 13.18 24.42 0.00
5 10.00 9.90 18.07 0.00 0.00
12.89 13.18 24.42 0.00
1 9.90 9.80 18.07 0.00 0.00
12.89 13.18 24.42 0.00
2 9.80 9.70 18.07 0.00 0.00
12.89 13.18 24.42 0.00
3 9.70 9.60 18.07 0.00 0.00
12.89 13.18 24.42 0.00
4 9.60 9.50 18.07 0.00 0.00
12.89 13.18 24.42 0.00
5 9.50 9.40 18.07 0.00 0.00
12.89 13.18 24.42 0.00
6 9.40 9.30 18.07 0.00 0.00
12.89 13.18 24.42 0.00
7 9.30 9.20 18.07 0.00 0.00
12.89 13.18 24.42 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 2
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
ELE RCH ELE BEGIN END POINT INCR
BOTTOM X-SECT DSPRSN
ORD NUM NUM LOC LOC FLOW SRCE FLOW
WIDTH VOLUME AREA AREA COEF
MILE MILE CFS CFS CFS
FT K-FT-3 K-FT-2 FT-2 FT-2/S
34 8 1 9.20 9.10 18.07 0.00 0.00
22.821 12.89 13.18 24.42 0.00
35 8 2 9.10 9.00 18.07 0.00 0.00
22.821 12.89 13.18 24.42 0.00
36 9 1 9.00 8.90 18.07 0.00 0.00
22.821 12.89 13.18 24.42 0.00
37 9 2 8.90 8.80 18.07 0.00 0.00
22.821 12.89 13.18 24.42 0.00
38 9 3 8.80 8.70 18.07 0.00 0.00
22.821 12.89 13.18 24.42 0.00
39 9 4 8.70 8.60 18.07 0.00 0.00
22.821 12.89 13.18 24.42 0.00
40 9 5 8.60 8.50 18.07 0.00 0.00
22.821 12.89 13.18 24.42 0.00
41 9 6 8.50 8.40 18.07 0.00 0.00
22.821 12.89 13.18 24.42 0.00
42 9 7 8.40 8.30 18.07 0.00 0.00
22.821 12.89 13.18 24.42 0.00
Page 17
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
s,s,*** STEADY STATE SIMULATION *****
** HYDRAULICS SUMMARY **
TRVL
VEL TIME DEPTH
FPS DAY
FT
0.740 0.008 1.070
0.740 0.008 1.070
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.008
0.008
0.008
0.008
0.008
0.008
0.008
1.070
1.070
1.070
1.070
1.070
1.070
1.070

43 9 8 8.30
22.821 12.89
44 9 9 8.20
22.821 12.89
45 9 10 8.10
22.821 12.89
46 10 1 8.00
22.821 12.89
47 11 1 7.90
22.821 12.89
48 11 2 7.80
22.821 12.89
49 11 3 7.70
22.821 12.89
50 11 4 7.60
22.821 12.89
51 11 5 7.50
24.312 13.74
52 11 6 7.40
24.312 13.74
53 11 7 7.30
24.312 13.74
54 11 8 7.20
24.312 13.74
55 11 9 7.10
24.312 13.74
56 11 10 7.00
24.312 13.74
57 11 11 6.90
24.312 13.74
58 11 12 6.80
24.312 13.74
59 11 13 6.70
24.312 13.74
60 11 14 6.60
24.312 13.74
61 11 15 6.50
24.312 13.74
62 12 1 6.40
24.312 13.74
63 12 2 6.30
24.312 13.74
64 12 3 6.20
24.312 13.74
65 12 4 6.10
24.312 13.74
66 12 5 6.00
24.312 13.74
67 12 6 5.90
24.312 13.74
68 12 7 5.80
24.312 13.74
69 12 8 5.70
24.312 13.74
WLAScen2.out
8.20 18.07 0.00 0.00 0.740 0.008 1.070
13.18 24.42 0.00
8.10 18.07 0.00 0.00 0.740 0.008 1.070
13.18 24.42 0.00
8.00 18.07 0.00 0.00 0.740 0.008 1.070
13.18 24.42 0.00
7.90 18.07 0.00 0.00 0.740 0.008 1.070
13.18 24.42 0.00
7.80 18.07
13.18
7.70 18.07
13.18
7.60 18.07
13.18
7.50 18.07
13.18
7.40 19.25
13.97
7.30 19.25
13.97
7.20 19.25
13.97
7.10 19.25
13.97
7.00 19.25
13.97
6.90 19.25
13.97
6.80 19.25
13.97
6.70 19.25
13.97
6.60 19.25
13.97
6.50 19.25
13.97
6.40 19.25
13.97
6.30 19.25
13.97
6.20 19.25
13.97
6.10 19.25
13.97
6.00 19.25
13.97
5.90 19.25
13.97
5.80 19.25
13.97
5.70 19.25
13.97
5.60 19.25
13.97
0.00 0.00
24.42 0.00
0.00 0.00
24.42 0.00
0.00 0.00
24.42 0.00
0.00 0.00
24.42 0.00
1.18 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
Page 18
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070

WLAScen2.out
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 3
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
ELE RCH ELE BEGIN END
BOTTOM
ORD NUM NUM LOC LOC
WIDTH VOLUME AREA
MILE MILE
FT K-FT-3 K-FT-2
POINT INCR
X-SECT DSPRSN
FLOW SRCE FLOW
AREA COEF
CFS CFS CFS
FT-2 FT-2/S
70 13 1 5.60 5.50 19.25
24.312 13.74 13.97
71 13 2 5.50 5.40 19.25
24.312 13.74 13.97
72 13 3 5.40 5.30 19.25
24.312 13.74 13.97
73 13 4 5.30 5.20 19.25
24.312 13.74 13.97
74 13 5 5.20 5.10 19.25
24.312 13.74 13.97
75 13 6 5.10 5.00 19.25
24.312 13.74 13.97
76 13 7 5.00 4.90 19.25
24.312 13.74 13.97
77 13 8 4.90 4.80 19.25
24.312 13.74 13.97
78 13 9 4.80 4.70 19.25
24.312 13.74 13.97
79 13 10 4.70 4.60 19.25
24.312 13.74 13.97
80 13 11 4.60 4.50 19.25
24.312 13.74 13.97
81 14 1 4.50 4.40 19.25
24.312 13.74 13.97
82 14 2 4.40 4.30 19.25
24.312 13.74 13.97
83 14 3 4.30 4.20 19.25
24.312 13.74 13.97
84 14 4 4.20 4.10 19.25
24.312 13.74 13.97
85 14 5 4.10 4.00 19.25
24.312 13.74 13.97
86 14 6 4.00 3.90 19.25
24.312 13.74 13.97
87 14 7 3.90 3.80 19.25
24.312 13.74 13.97
88 14 8 3.80 3.70 19.25
24.312 13.74 13.97
89 14 9 3.70 3.60 19.25
24.312 13.74 13.97
90 14 10 3.60 3.50 19.25
24.312 13.74 13.97
91 14 11 3.50 3.40 19.25
24.312 13.74 13.97
92 14 12 3.40 3.30 19.25
24.312 13.74 13.97
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00 0.00
26.01 0.00
0.00
26.01
0.00
26.01
0.00
26.01
0.00
26.01
0.00
26.01
0.00
26.01
0.00
26.01
0.00
26.01
0.00
26.01
0.00
26.01
0.00
26.01
0.00
26.01
Page 19
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
s,s,*** STEADY STATE SIMULATION *****
** HYDRAULICS SUMMARY **
TRVL
VEL TIME DEPTH
FPS DAY
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
FT
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070

ORD NUM
WIDTH
93 14
24.312
94 14
24.312
95 14
24.312
96 14
24.312
97 14
24.312
13
14
15
16
17
3.30
13.74
3.20
13.74
3.10
13.74
3.00
13.74
2.90
13.74
98 15 1 2.80
24.312 13.74
99 15 2 2.70
24.312 13.74
100 15 3 2.60
24.312 13.74
101 15 4 2.50
24.312 13.74
102 15 5 2.40
24.312 13.74
103 15 6 2.30
24.312 13.74
104 15 7 2.20
24.312 13.74
105 15 8 2.10
24.312 13.74
106 15 9 2.00
24.312 13.74
107 15 10 1.90
24.312 13.74
108 15 11 1.80
24.312 13.74
109 16
24.312
WLAScen2.out
3.20 19.25 0.00 0.00
13.97 26.01 0.00
3.10 19.25 0.00 0.00
13.97 26.01 0.00
3.00 19.25 0.00 0.00
13.97 26.01 0.00
2.90 19.25 0.00 0.00
13.97 26.01 0.00
2.80 19.25 0.00 0.00
13.97 26.01 0.00
2.70 19.25 0.00
13.97 26.01
2.60 19.25 0.00
13.97 26.01
2.50 19.25 0.00
13.97 26.01
2.40 19.25 0.00
13.97 26.01
2.30 19.25 0.00
13.97 26.01
2.20 19.25 0.00
13.97 26.01
2.10 19.25 0.00
13.97 26.01
2.00 19.25 0.00
13.97 26.01
1.90 19.25 0.00
13.97 26.01
1.80 19.25 0.00
13.97 26.01
1.70 19.25 0.00
13.97 26.01
1 1.70 1.60 19.25 0.00
13.74 13.97 26.01
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 4
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
ELE RCH ELE BEGIN END
BOTTOM
NUM LOC LOC
VOLUME AREA
MILE MILE
FT K-FT-3 K-FT-2
110 16
24.312
111 16
24.312
112 16
24.312
113 16
24.312
114 16
POINT INCR
X-SECT DSPRSN
FLOW SRCE FLOW
AREA COEF
CFS CFS CFS
FT-2 FT-2/S
2 1.60 1.50 19.25
13.74 13.97
3 1.50 1.40 19.25
13.74 13.97
4 1.40 1.30 19.25
13.74 13.97
5 1.30 1.20 19.25
13.74 13.97
6 1.20 1.10 19.25
0.00
26.01
0.00
26.01
0.00
26.01
0.00
26.01
0.00
Page 20
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
0.00 0.740 0.008 1.070
0.00
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
HYDRAULICS SUMMARY ;;•
TRVL
VEL TIME DEPTH
FPS DAY FT
0.740
0.740
0.740
0.740
0.740
0.008
0.008
0.008
0.008
0.008
1.070
1.070
1.070
1.070
1.070

24.312 13.74
115 16 7 1.10
24.312 13.74
116 16 8 1.00
28.063 15.85
117 16 9 0.90
28.063 15.85
118 16 10 0.80
28.063 15.85
119 16 11 0.70
28.063 15.85
120 16 12 0.60
28.063 15.85
121 16 13 0.50
28.063 15.85
122 16 14 0.40
28.063 15.85
123 16 15 0.30
28.063 15.85
124 16 16 0.20
28.063 15.85
125 16 17 0.10
28.063 15.85
13.97
1.00 19.25
13.97
0.90 22.22
15.95
0.80 22.22
15.95
0.70 22.22
15.95
0.60 22.22
15.95
0.50 22.22
15.95
0.40 22.22
15.95
0.30 22.22
15.95
0.20 22.22
15.95
0.10 22.22
15.95
0.00 22.22
15.95
WLAScen2.out
26.01 0.00
0.00
26.01
2.97
30.03
0.00
30.03
0.00
30.03
0.00
30.03
0.00
30.03
0.00
30.03
0.00
30.03
0.00
30.03
0.00
30.03
0.00
30.03
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 5
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
RCH ELE DO K2 OXYGN BOD BOD SOD
ORGP ORGP DISP COLI ANC ANC ANC
NUM NUM SAT OPT REAIR DECAY SETT RATE
DECAY SETT SRCE DECAY DECAY SETT SRCE
MG/L 1/DAY 1/DAY 1/DAY G/F2D
1/DAY 1/DAY MG/F2D 1/DAY 1/DAY 1/DAY MG/F2D
1 1 10.39 5
0.00 0.00 0.00
1 2 10.39 5
0.00 0.00 0.00
1 3 10.39 5
0.00 0.00 0.00
2 1 10.39 5
0.00 0.00 0.00
2 2 10.39 5
0.00 0.00 0.00
3 1 10.39 5
0.00 0.00 0.00
3 2 10.39 5
0.00 0.00 0.00
3 3 10.39 5
0.00 0.00 0.00
1.89
0.00
1.89
0.00
1.89
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.740
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
1.070
s,s,*** STEADY STATE SIMULATION *****
** REACTION COEFFICIENT SUMMARY **
ORGN
DECAY
1/DAY
0.07
0.07
0.07
ORGN
SETT
1/DAY
0.09
0.09
0.09
NH3
DECAY
1/DAY
0.12
0.12
0.12
NH3
SRCE
MG/F2D
0.00
0.00
0.00
NO2
DECAY
1/DAY
0.37
0.37
0.37
1.89 0.15 0.00 0.10 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00
1.89 0.15 0.00 0.10 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00
1.89
0.00
1.89
0.00
1.89
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.10
0.00
0.10
0.00
0.10
0.00
Page 21
0.07
0.07
0.07
0.09
0.09
0.09
0.12
0.12
0.12
0.00
0.00
0.00
0.37
0.37
0.37

4 1 10.39 5
0.00 0.00 0.00
4 2 10.39 5
0.00 0.00 0.00
4 3 10.39 5
0.00 0.00 0.00
4 4 10.39 5
0.00 0.00 0.00
4 5 10.39 5
0.00 0.00 0.00
4 6 10.39 5
0.00 0.00 0.00
4 7 10.39 5
0.00 0.00 0.00
4 8 10.39 5
0.00 0.00 0.00
5 1 10.39 5
0.00 0.00 0.00
5 2 10.39 5
0.00 0.00 0.00
5 3 10.39 5
0.00 0.00 0.00
5 4 10.39 5
0.00 0.00 0.00
5 5 10.39 5
0.00 0.00 0.00
6 1 10.39 5
0.00 0.00 0.00
6 2 10.39 5
0.00 0.00 0.00
6 3 10.39 5
0.00 0.00 0.00
6 4 10.39 5
0.00 0.00 0.00
6 5 10.39 5
0.00 0.00 0.00
7 1 10.39 5
0.00 0.00 0.00
7 2 10.39 5
0.00 0.00 0.00
7 3 10.39 5
0.00 0.00 0.00
7 4 10.39 5
0.00 0.00 0.00
7 5 10.39 5
0.00 0.00 0.00
7 6 10.39 5
0.00 0.00 0.00
7 7 10.39 5
0.00 0.00 0.00
WLAScen2.out
1.89 0.15 0.00 0.09
0.00 0.00 0.00 0.00
1.89 0.15 0.00 0.09
0.00 0.00 0.00 0.00
1.89 0.15 0.00 0.09
0.00 0.00 0.00 0.00
1.89 0.15 0.00 0.09
0.00 0.00 0.00 0.00
1.89 0.15 0.00 0.09
0.00 0.00 0.00 0.00
1.89 0.15 0.00 0.09
0.00 0.00 0.00 0.00
1.89 0.15 0.00 0.09
0.00 0.00 0.00 0.00
1.89 0.15 0.00 0.09
0.00 0.00 0.00 0.00
1.89 0.15 0.00 0.08
0.00 0.00 0.00 0.00
1.89 0.15 0.00 0.08
0.00 0.00 0.00 0.00
1.89 0.15 0.00 0.08
0.00 0.00 0.00 0.00
1.89 0.15 0.00 0.08
0.00 0.00 0.00 0.00
1.89 0.15 0.00 0.08
0.00 0.00 0.00 0.00
1.89 0.15 0.00 0.08
0.00 0.00 0.00 0.00
1.89 0.15 0.00 0.08
0.00 0.00 0.00 0.00
1.89 0.15 0.00 0.08
0.00 0.00 0.00 0.00
1.89 0.15 0.00 0.08
0.00 0.00 0.00 0.00
1.89 0.15 0.00 0.08
0.00 0.00 0.00 0.00
1.89 0.15 0.00 0.07
0.00 0.00 0.00 0.00
1.89 0.15 0.00 0.07
0.00 0.00 0.00 0.00
1.89 0.15 0.00 0.07
0.00 0.00 0.00 0.00
1.89 0.15 0.00 0.07
0.00 0.00 0.00 0.00
1.89 0.15 0.00 0.07
0.00 0.00 0.00 0.00
1.89 0.15 0.00 0.07
0.00 0.00 0.00 0.00
1.89 0.15 0.00 0.07
0.00 0.00 0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 6
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
Page 22
0.07
0.07
0.07
0.07
0.07
0.07
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0.12
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0.00
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0.00
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0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37

RCH ELE DO K2
ORGP ORGP DISP
NUM NUM SAT OPT
DECAY SETT SRCE
MG/L
1/DAY 1/DAY MG/F2D
8 1 10.39 5
0.00 0.00 0.00
8 2 10.39 5
0.00 0.00 0.00
9 1 10.39 5
0.00 0.00 0.00
9 2 10.39 5
0.00 0.00 0.00
9 3 10.39 5
0.00 0.00 0.00
9 4 10.39 5
0.00 0.00 0.00
9 5 10.39 5
0.00 0.00 0.00
9 6 10.39 5
0.00 0.00 0.00
9 7 10.39 5
0.00 0.00 0.00
9 8 10.39 5
0.00 0.00 0.00
9 9 10.39 5
0.00 0.00 0.00
9 10 10.39 5
0.00 0.00 0.00
10 1 10.39 5
0.00 0.00 0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
1 10.39 5
0.00 0.00
2 10.39 5
0.00 0.00
3 10.39 5
0.00 0.00
4 10.39 5
0.00 0.00
5 10.39 5
0.00 0.00
6 10.39 5
0.00 0.00
7 10.39 5
0.00 0.00
8 10.39 5
0.00 0.00
9 10.39 5
0.00 0.00
10 10.39 5
0.00 0.00
WLAScen2.out
OXYGN BOD BOD SOD
COLI ANC ANC ANC
REAIR DECAY SETT RATE
DECAY DECAY SETT SRCE
1/DAY 1/DAY 1/DAY G/F2D
1/DAY 1/DAY 1/DAY MG/F2D
s,s,*** STEADY STATE SIMULATION *****
** REACTION COEFFICIENT SUMMARY **
ORGN
DECAY
1/DAY
ORGN NH3 NH3 NO2
SETT DECAY SRCE DECAY
1/DAY 1/DAY MG/F2D 1/DAY
1.89 0.15 0.00 0.06 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00
1.89 0.15 0.00 0.06 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15
0.00 0.00
0.06
0.00
0.06
0.00
0.06
0.00
0.06
0.00
0.06
0.00
0.06
0.00
0.06
0.00
0.06
0.00
0.06
0.00
0.06
0.00
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
Page 23
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0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37

11 11 10.39 5
0.00 0.00 0.00
11 12 10.39 5
0.00 0.00 0.00
11 13 10.39 5
0.00 0.00 0.00
11 14 10.39 5
0.00 0.00 0.00
11 15 10.39 5
0.00 0.00 0.00
12
0.00
12
0.00
12
0.00
12
0.00
12
0.00
12
0.00
12
0.00
12
0.00
1 10.39 5
0.00 0.00
2 10.39 5
0.00 0.00
3 10.39 5
0.00 0.00
4 10.39 5
0.00 0.00
5 10.39 5
0.00 0.00
6 10.39 5
0.00 0.00
7 10.39 5
0.00 0.00
8 10.39 5
0.00 0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
WLAScen2.out
0.00 0.05
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 7
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
RCH ELE DO K2 OXYGN BOD BOD SOD
ORGP ORGP DISP COLI ANC ANC ANC
NUM NUM SAT OPT REAIR DECAY SETT RATE
DECAY SETT SRCE DECAY DECAY SETT SRCE
MG/L 1/DAY 1/DAY 1/DAY G/F2D
1/DAY 1/DAY MG/F2D 1/DAY 1/DAY 1/DAY MG/F2D
13
0.00
13
0.00
13
0.00
13
0.00
13
0.00
13
0.00
13
0.00
13
0.00
13
1 10.39 5
0.00 0.00
2 10.39 5
0.00 0.00
3 10.39 5
0.00 0.00
4 10.39 5
0.00 0.00
5 10.39 5
0.00 0.00
6 10.39 5
0.00 0.00
7 10.39 5
0.00 0.00
8 10.39 5
0.00 0.00
9 10.39 5
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.00
1.89
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.15
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
Page 24
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0.07
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0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
▪ REACTION COEFFICIENT SUMMARY
ORGN
DECAY
1/DAY
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
ORGN
SETT
1/DAY
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
NH3
DECAY
1/DAY
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
NH3
SRCE
MG/F2D
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
NO2
DECAY
1/DAY
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37

0.00 0.00 0.00
13 10 10.39 5
0.00 0.00 0.00
13 11 10.39 5
0.00 0.00 0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
1 10.39 5
0.00 0.00
2 10.39 5
0.00 0.00
3 10.39 5
0.00 0.00
4 10.39 5
0.00 0.00
5 10.39 5
0.00 0.00
6 10.39 5
0.00 0.00
7 10.39 5
0.00 0.00
8 10.39 5
0.00 0.00
9 10.39 5
0.00 0.00
10 10.39 5
0.00 0.00
11 10.39 5
0.00 0.00
12 10.39 5
0.00 0.00
13 10.39 5
0.00 0.00
14 10.39 5
0.00 0.00
15 10.39 5
0.00 0.00
16 10.39 5
0.00 0.00
17 10.39 5
0.00 0.00
1 10.39 5
0.00 0.00
2 10.39 5
0.00 0.00
3 10.39 5
0.00 0.00
4 10.39 5
0.00 0.00
5 10.39 5
0.00 0.00
6 10.39 5
0.00 0.00
7 10.39 5
0.00 0.00
8 10.39 5
0.00 0.00
9 10.39 5
0.00 0.00
10 10.39 5
0.00 0.00
0.00 0.00
1.89 0.15
0.00 0.00
1.89 0.15
0.00 0.00
WLAScen2.out
0.00 0.00
0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00
0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
1.89 0.15 0.00
0.00 0.00 0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
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0.05
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0.05
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0.00
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Page 25
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0.09
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0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37

WLA5cen2.out
15 11 10.39 5 1.89 0.15 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 1 10.39 5 1.89 0.15 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 8
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
▪ REACTION COEFFICIENT SUMMARY
RCH ELE DO K2 OXYGN BOD BOD SOD ORGN ORGN NH3 NH3 NO2
ORGP ORGP DISP COLI ANC ANC ANC
NUM NUM SAT OPT REAIR DECAY SETT RATE DECAY SETT DECAY SRCE DECAY
DECAY SETT SRCE DECAY DECAY SETT SRCE
MG/L 1/DAY 1/DAY 1/DAY G/F2D 1/DAY 1/DAY 1/DAY MG/F2D 1/DAY
1/DAY 1/DAY MG/F2D 1/DAY 1/DAY 1/DAY MG/F2D
16 2 10.39 5 1.89 0.15 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 3 10.39 5 1.89 0.15 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 4 10.39 5 1.89 0.15 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 5 10.39 5 1.89 0.15 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 6 10.39 5 1.89 0.15 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 7 10.39 5 1.89 0.15 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 8 10.39 5 1.89 0.15 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 9 10.39 5 1.89 0.15 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 10 10.39 5 1.89 0.15 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 11 10.39 5 1.89 0.15 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 12 10.39 5 1.89 0.15 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 13 10.39 5 1.89 0.15 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 14 10.39 5 1.89 0.15 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 15 10.39 5 1.89 0.15 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 16 10.39 5 1.89 0.15 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 17 10.39 5 1.89 0.15 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 9
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
Page 26

RCH ELE
NUM NUM TEMP
SUM-N ORGP DIS-P
DEG-F
MG/L MG/L MG/L
1 1 56.50
0.54 0.00 0.00
1 2 56.50
15.83 0.00 0.00
1 3 56.50
15.83 0.00 0.00
2 1 56.50
15.23 0.00 0.00
2 2 56.50
15.23 0.00 0.00
3 1 56.50
15.23 0.00 0.00
3 2 56.50
15.23 0.00 0.00
3 3 56.50
15.23 0.00 0.00
4 1
15.23
4 2
15.22
4 3
15.22
4 4
15.22
4 5
15.22
4 6
15.22
4 7
15.21
4 8
15.21
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
5 1 56.50
15.21 0.00 0.00
5 2 56.50
15.21 0.00 0.00
5 3 56.50
15.21 0.00 0.00
5 4 56.50
15.21 0.00 0.00
5 5 56.50
15.20 0.00 0.00
6 1 56.50
15.20 0.00 0.00
WLAScen2.out
CM-1 CM-2 CM-3
ANC
SUM-P COLI
MG/L #/100ML
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
** WATER QUALITY VARIABLES **
DO BOD ORGN NH3N NO2N NO3N
CHLA
MG/L MG/L MG/L MG/L MG/L MG/L
UG/L
0.00 8.18 2.00
0.00 0.00
0.00 7.11 22.20
0.00 0.00
0.00 7.10 22.17
0.00 0.00
0.33
2.71
2.70
0.07
1.61
1.61
0.01
0.02
0.02
0.13
11.49
11.49
0.00 7.13 21.37 2.61 1.55 0.02 11.05
0.00 0.00
0.00 7.12 21.34 2.60 1.55 0.02 11.05
0.00 0.00
0.00 7.11 21.31
0.00 0.00
0.00 7.10 21.28
0.00 0.00
0.00 7.09 21.26
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
7.08
0.00
7.07
0.00
7.07
0.00
7.06
0.00
7.05
0.00
7.04
0.00
7.04
0.00
7.03
0.00
21.23
21.20
21.18
21.15
21.12
21.10
21.07
21.04
0.00 7.03 21.02
0.00 0.00
0.00 7.02 20.99
0.00 0.00
0.00 7.02 20.96
0.00 0.00
0.00 7.02 20.94
0.00 0.00
0.00 7.01 20.91
0.00 0.00
2.60
2.60
2.59
2.59
2.59
2.58
2.58
2.58
2.57
2.57
2.57
2.56
2.56
2.56
2.55
2.55
1.55
1.55
1.55
1.55
1.55
1.55
1.55
1.55
1.55
1.55
1.55
1.55
1.55
1.55
1.55
1.55
0.03 11.05
0.03 11.05
0.03 11.05
0.03
0.03
0.03
0.03
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.05
0.05
11.05
11.05
11.05
11.05
11.06
11.06
11.06
11.06
11.06
11.06
11.06
11.06
11.06
0.00 7.01 20.89 2.55 1.55 0.05 11.06
0.00 0.00
Page 27

6 2 56.50
15.20 0.00 0.00
6 3 56.50
15.20 0.00 0.00
6 4 56.50
15.20 0.00 0.00
6 5 56.50
15.19 0.00 0.00
7 1
15.19
7 2
15.19
7 3
15.19
7 4
15.19
7 5
15.19
7 6
15.18
7 7
15.18
RCH ELE
0.00
0.00
0.00
0.00
0.00
0.00
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
WLAScen2.out
0.00 7.01 20.86
0.00 0.00
0.00 7.01 20.83
0.00 0.00
0.00 7.01 20.81
0.00 0.00
0.00 7.00 20.78
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
7.00
0.00
7.01
0.00
7.01
0.00
7.01
0.00
7.01
0.00
7.01
0.00
7.01
0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 10
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
NUM NUM TEMP
SUM-N ORGP DIS-P
DEG-F
MG/L MG/L MG/L
8 1 56.50
15.18 0.00 0.00
8 2 56.50
15.18 0.00 0.00
9
15.18
9
15.18
9
15.17
9
15.17
9
15.17
9
15.17
9
15.17
9
1
2
3
4
5
6
7
8
0.00
0.00
0.00
0.00
0.00
0.00
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
CM-1 CM-2 CM-3
ANC
SUM-P COLI
MG/L #/100ML
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00
20.75
20.73
20.70
20.68
20.65
20.62
20.60
2.54
2.54
2.54
2.53
2.53
2.53
2.52
2.52
2.52
2.51
2.51
1.55
1.55
1.55
1.55
1.55
1.55
1.55
1.55
1.55
1.55
1.55
0.05
0.05
0.05
0.05
0.05
0.06
0.06
0.06
0.06
0.06
0.06
11.06
11.06
11.06
11.06
11.06
11.06
11.06
11.06
11.06
11.06
11.06
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
WATER QUALITY VARIABLES ;;•
DO BOD ORGN NH3N NO2N NO3N
CHLA
MG/L MG/L MG/L MG/L MG/L MG/L
UG/L
7.01 20.57 2.51 1.55 0.06 11.06
0.00
7.01 20.55 2.50 1.55 0.07 11.06
0.00
7.02
0.00
7.02
0.00
7.02
0.00
7.03
0.00
7.03
0.00
7.04
0.00
7.04
0.00
Page 28
20.52
20.49
20.47
20.44
20.42
20.39
20.37
20.34
2.50
2.50
2.49
2.49
2.49
2.48
2.48
2.48
1.55
1.55
1.55
1.55
1.55
1.55
1.55
1.55
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.08
11.06
11.06
11.06
11.06
11.06
11.06
11.06
11.06

15.16 0.00 0.00
9 9 56.50
15.16 0.00 0.00
9 10 56.50
15.16 0.00 0.00
10 1 56.50
15.16 0.00 0.00
11 1
15.16
11 2
15.16
11 3
15.15
11 4
15.15
11 5
14.25
11 6
14.25
11 7
14.25
11 8
14.25
11 9
14.25
11 10
14.25
11 11
14.25
11 12
14.24
11 13
14.24
11 14
14.24
11 15
14.24
12 1
14.24
12 2
14.24
12 3
14.23
12 4
14.23
12 5
14.23
12 6
14.23
12 7
14.23
12 8
14.23
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
STREAM QUALITY SIMULATION
WLAScen2.out
0.00 0.00
0.00 7.05 20.31
0.00 0.00
0.00 7.05 20.29
0.00 0.00
2.47 1.55 0.08 11.06
2.47 1.55 0.08 11.06
0.00 7.06 20.26 2.47
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
7.06
0.00
7.07
0.00
7.07
0.00
7.08
0.00
7.15
0.00
7.16
0.00
7.16
0.00
7.17
0.00
7.18
0.00
7.18
0.00
7.19
0.00
7.19
0.00
7.20
0.00
7.20
0.00
7.21
0.00
7.21
0.00
7.22
0.00
7.22
0.00
7.23
0.00
7.23
0.00
7.24
0.00
7.24
0.00
7.25
0.00
Page 29
20.24
20.21
20.19
20.16
19.02
19.00
18.98
18.95
18.93
18.90
18.88
18.86
18.83
18.81
18.79
18.76
18.74
18.71
18.69
18.67
18.64
18.62
18.60
1.55 0.08 11.06
2.46 1.55
2.46 1.55
2.46 1.55
2.45 1.55
2.32 1.46
2.32 1.46
2.31 1.46
2.31 1.46
2.31 1.46
2.30 1.46
2.30 1.46
2.30 1.46
2.30 1.46
2.29 1.46
2.29 1.46
2.29 1.46
2.28 1.46
2.28 1.46
2.28 1.46
2.27 1.46
2.27 1.46
2.27 1.46
2.27 1.46
0.08
0.08
0.08
0.09
0.08
0.08
0.08
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.10
0.10
0.10
0.10
0.10
0.10
0.10
11.06
11.06
11.06
11.06
10.39
10.39
10.39
10.39
10.39
10.39
10.39
10.39
10.39
10.39
10.39
10.40
10.40
10.40
10.40
10.40
10.40
10.40
10.40

WLA5cen2.out
OUTPUT PAGE NUMBER 11
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
RCH ELE
NUM NUM TEMP
SUM-N ORGP DIS-P
DEG-F
MG/L MG/L MG/L
13 1 56.50
14.22 0.00 0.00
13 2 56.50
14.22 0.00 0.00
13 3 56.50
14.22 0.00 0.00
13 4 56.50
14.22 0.00 0.00
13 5 56.50
14.22 0.00 0.00
13 6 56.50
14.22 0.00 0.00
13 7 56.50
14.21 0.00 0.00
13 8 56.50
14.21 0.00 0.00
13 9 56.50
14.21 0.00 0.00
13 10 56.50
14.21 0.00 0.00
13 11 56.50
14.21 0.00 0.00
14 1
14.21
14 2
14.21
14 3
14.20
14 4
14.20
14 5
14.20
14 6
14.20
14 7
14.20
14 8
14.20
14 9
14.19
14 10
14.19
14 11
14.19
14 12
14.19
14 13
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
CM-1 CM-2 CM-3
ANC
SUM-P COLI
MG/L #/100ML
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
DO BOD
CHLA
MG/L MG/L
UG/L
7.25
0.00
7.26
0.00
7.26
0.00
7.27
0.00
7.27
0.00
7.28
0.00
7.28
0.00
7.29
0.00
7.29
0.00
7.29
0.00
7.30
0.00
7.30
0.00
7.31
0.00
7.31
0.00
7.32
0.00
7.32
0.00
7.32
0.00
7.33
0.00
7.33
0.00
7.34
0.00
7.34
0.00
7.34
0.00
7.35
0.00
7.35
Page 30
WATER QUALITY VARIABLES ;;•
ORGN NH3N NO2N NO3N
MG/L MG/L MG/L MG/L
18.57 2.26 1.46 0.10 10.40
18.55 2.26 1.46 0.11 10.40
18.53 2.26 1.46 0.11 10.40
18.50 2.25 1.46 0.11 10.40
18.48 2.25 1.46 0.11 10.40
18.46 2.25 1.46 0.11 10.40
18.43 2.24 1.46 0.11 10.40
18.41 2.24 1.46 0.11 10.40
18.39 2.24 1.46 0.11 10.40
18.36 2.24 1.46 0.11 10.40
18.34 2.23 1.46 0.12 10.40
18.32
18.29
18.27
18.25
18.23
18.20
18.18
18.16
18.13
18.11
18.09
18.07
18.04
2.23
2.23
2.22
2.22
2.22
2.21
2.21
2.21
2.21
2.20
2.20
2.20
2.19
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.13
0.13
0.13
0.13
10.40
10.40
10.40
10.40
10.40
10.40
10.40
10.40
10.40
10.40
10.41
10.41
10.41

14.19 0.00 0.00
14 14 56.50
14.19 0.00 0.00
14 15 56.50
14.18 0.00 0.00
14 16 56.50
14.18 0.00 0.00
14 17 56.50
14.18 0.00 0.00
15 1
14.18
15 2
14.18
15 3
14.18
15 4
14.18
15 5
14.17
15 6
14.17
15 7
14.17
15 8
14.17
15 9
14.17
15 10
14.17
15 11
14.16
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
16 1 56.50
14.16 0.00 0.00
RCH ELE
0.00.00E+00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00
0.00.00E+00
WLAScen2.out
0.00 0.00
7.36 18.02 2.19 1.46
0.00
7.36 18.00 2.19 1.46
0.00
7.36 17.97 2.19 1.46
0.00
7.37 17.95 2.18 1.46
0.00
7.37 17.93 2.18 1.46
0.00
7.37 17.91 2.18 1.46
0.00
7.38 17.88 2.17 1.46
0.00
7.38 17.86 2.17 1.46
0.00
7.39 17.84 2.17 1.46
0.00
7.39 17.82 2.17 1.46
0.00
7.39 17.79 2.16 1.46
0.00
7.40 17.77 2.16 1.46
0.00
7.40 17.75 2.16 1.46
0.00
7.40 17.73 2.15 1.46
0.00
7.41 17.70 2.15 1.46
0.00
0.13
0.13
0.13
0.13
0.13
0.14
0.14
0.14
0.14
0.14
0.14
0.14
0.14
0.14
0.14
10.41
10.41
10.41
10.41
10.41
10.41
10.41
10.41
10.41
10.41
10.41
10.41
10.41
10.41
10.41
0.00 7.41 17.68 2.15 1.46 0.15 10.41
0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 12
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
NUM NUM TEMP
SUM-N ORGP DIS-P
DEG-F
MG/L MG/L MG/L
16 2 56.50
14.16 0.00 0.00
16 3 56.50
14.16 0.00 0.00
16 4 56.50
14.16 0.00 0.00
16 5 56.50
14.16 0.00 0.00
16 6 56.50
14.16 0.00 0.00
CM-1 CM-2 CM-3
ANC
SUM-P COLI
MG/L #/100ML
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00
0.00.00E+00
s,s,*** STEADY STATE SIMULATION *****
** WATER QUALITY VARIABLES **
DO BOD ORGN NH3N NO2N NO3N
CHLA
MG/L MG/L MG/L MG/L MG/L MG/L
UG/L
7.41
0.00
7.42
0.00
7.42
0.00
7.42
0.00
0.00 7.43
0.00 0.00
Page 31
17.66
17.64
17.62
17.59
17.57
2.15
2.14
2.14
2.14
2.13
1.46
1.46
1.46
1.46
1.46
0.15
0.15
0.15
0.15
0.15
10.41
10.41
10.41
10.41
10.41

16 7
14.15
16 8
12.33
16 9
12.33
16 10
12.33
16 11
12.33
16 12
12.33
16 13
12.33
16 14
12.33
16 15
12.32
16 16
12.32
16 17
12.32
WLAScen2.out
56.50 0.00 0.00 0.00 7.43 17.55
0.00 0.00 0.00.00E+00 0.00 0.00
56.50 0.00 0.00 0.00 7.54
0.00 0.00 0.00.00E+00 0.00 0.00
56.50 0.00 0.00 0.00 7.54
0.00 0.00 0.00.00E+00 0.00 0.00
56.50 0.00 0.00 0.00 7.55
0.00 0.00 0.00.00E+00 0.00 0.00
56.50 0.00 0.00 0.00 7.55
0.00 0.00 0.00.00E+00 0.00 0.00
56.50 0.00 0.00 0.00 7.56
0.00 0.00 0.00.00E+00 0.00 0.00
56.50 0.00 0.00 0.00 7.56
0.00 0.00 0.00.00E+00 0.00 0.00
56.50 0.00 0.00 0.00 7.57
0.00 0.00 0.00.00E+00 0.00 0.00
56.50 0.00 0.00 0.00 7.57
0.00 0.00 0.00.00E+00 0.00 0.00
56.50 0.00 0.00 0.00 7.57
0.00 0.00 0.00.00E+00 0.00 0.00
56.50 0.00 0.00 0.00 7.58
0.00 0.00 0.00.00E+00 0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 13
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
DISSOLVED OXYGEN MASS
ELE RCH ELE
ORD NUM NUM TEMP
NET
DEG-F
C-BOD SOD P-R
BALANCE
DO
SAT
MG/L
NH3-N
1 1 1 56.50 10.39
- 0.31 -3.39 0.00 -0.03
2 1 2 56.50 10.39
- 3.39 -3.39 0.00 -0.66
3 1 3 56.50 10.39
- 3.39 -3.39 0.00 -0.66
(MG/L-DAY)
DO
DO DEF
MG/L MG/L
NO2-N
8.18
0.00
7.11
- 0.01
7.10
- 0.01
2.22
3.29
3.30
4 2 1 56.50 10.39 7.13 3.27
- 3.27 -3.30 0.00 -0.64 -0.01
5 2 2 56.50 10.39 7.12 3.28
- 3.26 -3.30 0.00 -0.64 -0.01
6 3 1 56.50 10.39
- 3.26 -3.18 0.00 -0.64
7 3 2 56.50 10.39
- 3.25 -3.18 0.00 -0.64
8 3 3 56.50 10.39
- 3.25 -3.18 0.00 -0.64
7.11
-0.01
7.10
-0.01
7.09
- 0.01
3.29
3.30
3.31
Page 32
15.45
15.43
15.41
15.39
15.37
15.36
15.34
15.32
15.30
15.28
2.13
1.89
1.89
1.88
1.88
1.88
1.88
1.87
1.87
1.87
1.87
1.46
1.27
1.27
1.27
1.27
1.27
1.27
1.27
1.27
1.27
1.27
0.15
0.13
0.13
0.13
0.14
0.14
0.14
0.14
0.14
0.14
0.14
10.42
9.04
9.04
9.04
9.04
9.04
9.04
9.04
9.04
9.04
9.04
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
DISSOLVED OXYGEN DATA
COMPONENTS OF
DAM NIT
INPUT INHIB
MG/L FACT
0.00 1.00
0.00 1.00
0.00 1.00
0.00 1.00
0.00 1.00
0.00 1.00
0.00 1.00
0.00 1.00
F-FNCTN OXYGN
INPUT REAIR
992.95 4.18
754.92 6.20
0.00 6.22
38.46 6.16
0.00 6.18
0.00
0.00
0.00
6.20
6.22
6.24

9 4 1 56.50 10.39
- 3.24 -2.96 0.00 -0.64
10 4 2 56.50 10.39
- 3.24 -2.96 0.00 -0.64
11 4 3 56.50 10.39
- 3.24 -2.96 0.00 -0.64
12 4 4 56.50 10.39
- 3.23 -2.96 0.00 -0.64
13 4 5 56.50 10.39
- 3.23 -2.96 0.00 -0.64
14 4 6 56.50 10.39
- 3.22 -2.96 0.00 -0.64
15 4 7 56.50 10.39
- 3.22 -2.96 0.00 -0.64
16 4 8 56.50 10.39
- 3.22 -2.96 0.00 -0.64
17 5 1 56.50 10.39
- 3.21 -2.71 0.00 -0.64
18 5 2 56.50 10.39
- 3.21 -2.71 0.00 -0.64
19 5 3 56.50 10.39
- 3.20 -2.71 0.00 -0.64
20 5 4 56.50 10.39
- 3.20 -2.71 0.00 -0.64
21 5 5 56.50 10.39
- 3.20 -2.71 0.00 -0.64
22 6 1 56.50 10.39
- 3.19 -2.52 0.00 -0.64
23 6 2 56.50 10.39
- 3.19 -2.52 0.00 -0.64
24 6 3 56.50 10.39
- 3.18 -2.52 0.00 -0.64
25 6 4 56.50 10.39
- 3.18 -2.52 0.00 -0.64
26 6 5 56.50 10.39
- 3.18 -2.52 0.00 -0.64
27 7 1 56.50 10.39
- 3.17 -2.27 0.00 -0.64
28 7 2 56.50 10.39
- 3.17 -2.27 0.00 -0.64
29 7 3 56.50 10.39
- 3.16 -2.27 0.00 -0.64
30 7 4 56.50 10.39
- 3.16 -2.27 0.00 -0.64
31 7 5 56.50 10.39
- 3.16 -2.27 0.00 -0.64
32 7 6 56.50 10.39
- 3.15 -2.27 0.00 -0.64
33 7 7 56.50 10.39
- 3.15 -2.27 0.00 -0.64
WLAScen2.out
7.08 3.32 0.00
- 0.01
7.07 3.32
- 0.01
7.07 3.33
- 0.01
7.06 3.34
- 0.01
7.05 3.34
- 0.02
7.04 3.35
- 0.02
7.04 3.36
- 0.02
7.03 3.36
- 0.02
7.03
- 0.02
7.02
- 0.02
7.02
- 0.02
7.02
- 0.02
7.01
- 0.02
7.01
- 0.02
7.01
- 0.02
7.01
- 0.02
7.01
- 0.02
7.00
- 0.02
7.00
- 0.02
7.01
- 0.02
7.01
- 0.02
7.01
- 0.03
7.01
- 0.03
7.01
- 0.03
7.01
- 0.03
1.00 0.00 6.25
0.00 1.00 0.00 6.27
0.00 1.00 0.00 6.28
0.00 1.00 0.00 6.29
0.00 1.00 0.00 6.30
0.00 1.00 0.00 6.32
0.00 1.00 0.00 6.33
0.00 1.00 0.00 6.34
3.37 0.00 1.00 0.00 6.35
3.37 0.00 1.00 0.00 6.36
3.37 0.00 1.00 0.00 6.36
3.38 0.00 1.00 0.00 6.37
3.38 0.00 1.00 0.00 6.38
3.38 0.00 1.00 0.00 6.38
3.38 0.00 1.00 0.00 6.38
3.39 0.00 1.00 0.00 6.39
3.39 0.00 1.00 0.00 6.39
3.39 0.00 1.00 0.00 6.39
3.39 0.00 1.00 0.00 6.39
3.39 0.00 1.00 0.00 6.39
3.39 0.00 1.00 0.00 6.39
3.39 0.00 1.00 0.00 6.39
3.39 0.00 1.00 0.00 6.39
3.39 0.00 1.00 0.00 6.39
3.39 0.00 1.00 0.00 6.39
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 14
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
Page 33

DISSOLVED OXYGEN MASS BALANCE
ELE RCH ELE DO
ORD NUM NUM TEMP SAT
NET
DEG-F MG/L
C-BOD SOD P-R NH3-N
34 8 1 56.50 10.39
- 3.14 -2.11 0.00 -0.64
35 8 2 56.50 10.39
- 3.14 -2.11 0.00 -0.64
36 9 1 56.50 10.39
- 3.14 -1.89 0.00 -0.64
37 9 2 56.50 10.39
- 3.13 -1.89 0.00 -0.64
38 9 3 56.50 10.39
- 3.13 -1.89 0.00 -0.64
39 9 4 56.50 10.39
- 3.12 -1.89 0.00 -0.64
40 9 5 56.50 10.39
- 3.12 -1.89 0.00 -0.64
41 9 6 56.50 10.39
- 3.12 -1.89 0.00 -0.64
42 9 7 56.50 10.39
- 3.11 -1.89 0.00 -0.64
43 9 8 56.50 10.39
- 3.11 -1.89 0.00 -0.64
44 9 9 56.50 10.39
- 3.10 -1.89 0.00 -0.64
45 9 10 56.50 10.39
- 3.10 -1.89 0.00 -0.64
WLAScen2.out
(MG/L-DAY)
DO
DO DEF
MG/L MG/L
NO2-N
7.01 3.38
- 0.03
7.01 3.38
- 0.03
7.02
- 0.03
7.02
- 0.03
7.02
- 0.03
7.03
- 0.03
7.03
- 0.03
7.04
- 0.03
7.04
- 0.03
7.04
- 0.03
7.05
- 0.03
7.05
- 0.03
***** STEADY STATE SIMULATION *****
** DISSOLVED OXYGEN DATA **
COMPONENTS OF
DAM NIT
INPUT INHIB F-FNCTN OXYGN
MG/L FACT INPUT REAIR
0.00 1.00 0.00 6.38
0.00 1.00 0.00 6.38
3.38 0.00 1.00 0.00 6.37
3.37 0.00 1.00 0.00 6.36
3.37 0.00 1.00 0.00 6.35
3.37 0.00 1.00 0.00 6.35
3.36 0.00 1.00 0.00 6.34
3.36 0.00 1.00 0.00 6.33
3.35 0.00 1.00 0.00 6.32
3.35 0.00 1.00 0.00 6.32
3.35 0.00 1.00 0.00 6.31
3.34 0.00 1.00 0.00 6.30
46 10 1 56.50 10.39 7.06 3.34
- 3.10 -1.71 0.00 -0.64 -0.03
47 11 1 56.50 10.39
- 3.09 -1.71 0.00 -0.64
48 11 2 56.50 10.39
- 3.09 -1.71 0.00 -0.64
49 11 3 56.50 10.39
- 3.09 -1.71 0.00 -0.64
50 11 4 56.50 10.39
- 3.08 -1.71 0.00 -0.64
51 11 5 56.50 10.39
- 2.91 -1.71 0.00 -0.60
52 11 6 56.50 10.39
- 2.90 -1.71 0.00 -0.60
53 11 7 56.50 10.39
- 2.90 -1.71 0.00 -0.60
54 11 8 56.50 10.39
- 2.90 -1.71 0.00 -0.60
55 11 9 56.50 10.39
- 2.89 -1.71 0.00 -0.60
56 11 10 56.50 10.39
7.06
- 0.03
7.07
- 0.04
7.07
- 0.04
7.08
- 0.04
7.15
- 0.03
7.16
- 0.04
7.16
- 0.04
7.17
- 0.04
7.18
- 0.04
7.18
3.33
3.33
3.32
3.32
3.24
3.24
3.23
3.22
3.22
3.21
Page 34
0.00 1.00 0.00 6.29
0.00 1.00 0.00 6.28
0.00 1.00 0.00 6.27
0.00 1.00 0.00 6.26
0.00 1.00 0.00 6.25
0.00 1.00 60.87 6.11
0.00 1.00 0.00 6.10
0.00 1.00 0.00 6.09
0.00 1.00 0.00 6.08
0.00 1.00 0.00 6.07
0.00 1.00 0.00 6.06

- 2.89 -1.71 0.00 -0.60
57 11 11 56.50 10.39
- 2.89 -1.71 0.00 -0.60
58 11 12 56.50 10.39
- 2.88 -1.71 0.00 -0.60
59 11 13 56.50 10.39
- 2.88 -1.71 0.00 -0.60
60 11 14 56.50 10.39
- 2.87 -1.71 0.00 -0.60
61 11 15 56.50 10.39
- 2.87 -1.71 0.00 -0.60
62 12
- 2.87
63 12
- 2.86
64 12
- 2.86
65 12
- 2.86
66 12
- 2.85
67 12
- 2.85
68 12
- 2.85
69 12
- 2.84
1
- 1.71
2
- 1.71
3
- 1.71
4
- 1.71
5
- 1.71
6
- 1.71
7
- 1.71
8
- 1.71
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
WLAScen2.out
- 0.04
7.19 3.21 0.00
- 0.04
7.19 3.20 0.00
- 0.04
7.20 3.20 0.00
- 0.04
7.20 3.19 0.00
- 0.04
7.21 3.19 0.00
-0.04
7.21
- 0.04
7.22
-0.04
7.22
- 0.04
7.23
- 0.04
7.23
-0.04
7.24
- 0.04
7.24
- 0.04
7.25
- 0.04
3.18
3.18
3.17
3.17
3.16
3.16
3.15
3.15
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 15
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
DISSOLVED OXYGEN MASS BALANCE
ELE RCH ELE DO
ORD NUM NUM TEMP SAT
NET
DEG-F MG/L
C-BOD SOD P-R NH3-N
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.05
6.04
6.03
6.02
6.01
6.00
5.99
5.98
5.97
5.96
5.95
5.94
5.93
....*** STEADY STATE SIMULATION *****
..... ..........
** DISSOLVED OXYGEN DATA **
COMPONENTS OF
(MG/L-DAY)
DO DAM
DO DEF INPUT
MG/L MG/L MG/L
NO2-N
70 13 1 56.50 10.39 7.25
- 2.84 -1.71 0.00 -0.60 -0.04
71 13 2 56.50 10.39 7.26
- 2.84 -1.71 0.00 -0.60 -0.04
72 13 3 56.50 10.39 7.26
- 2.83 -1.71 0.00 -0.60 -0.05
73 13 4 56.50 10.39 7.27
- 2.83 -1.71 0.00 -0.60 -0.05
74 13 5 56.50 10.39 7.27
- 2.82 -1.71 0.00 -0.60 -0.05
75 13 6 56.50 10.39 7.28
- 2.82 -1.71 0.00 -0.60 -0.05
76 13 7 56.50 10.39 7.28
- 2.82 -1.71 0.00 -0.60 -0.05
77 13 8 56.50 10.39 7.29
3.14
3.14
3.13
3.13
3.12
3.12
3.11
3.11
Page 35
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
NIT
INHIB F-FNCTN OXYGN
FACT INPUT REAIR
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.92
5.91
5.91
5.90
5.89
5.88
5.87
5.86

- 2.81 -1.71 0.00 -0.60
78 13 9 56.50 10.39
- 2.81 -1.71 0.00 -0.60
79 13 10 56.50 10.39
- 2.81 -1.71 0.00 -0.60
80 13 11 56.50 10.39
- 2.80 -1.71 0.00 -0.60
81 14
- 2.80
82 14
- 2.80
83 14
- 2.79
84 14
- 2.79
85 14
- 2.79
86 14
- 2.78
87 14
- 2.78
88 14
- 2.77
89 14
- 2.77
90 14
- 2.77
91 14
- 2.76
92 14
- 2.76
93 14
- 2.76
94 14
- 2.75
95 14
- 2.75
96 14
- 2.75
97 14
- 2.74
98 15
- 2.74
99 15
- 2.74
100 15
- 2.73
101 15
- 2.73
102 15
- 2.73
103 15
- 2.72
104 15
- 2.72
105 15
- 2.72
106 15
- 2.71
1
- 1.71
2
- 1.71
3
- 1.71
4
- 1.71
5
- 1.71
6
- 1.71
7
- 1.71
8
- 1.71
9
- 1.71
10
- 1.71
11
- 1.71
12
- 1.71
13
- 1.71
14
- 1.71
15
- 1.71
16
- 1.71
17
- 1.71
1
- 1.71
2
- 1.71
3
- 1.71
4
- 1.71
5
- 1.71
6
- 1.71
7
- 1.71
8
- 1.71
9
- 1.71
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
WLAScen2.out
- 0.05
7.29 3.10 0.00 1.00 0.00 5.85
- 0.05
7.29 3.10 0.00 1.00 0.00 5.85
- 0.05
7.30 3.10 0.00 1.00 0.00 5.84
- 0.05
7.30
- 0.05
7.31
- 0.05
7.31
- 0.05
7.32
- 0.05
7.32
- 0.05
7.32
- 0.05
7.33
- 0.05
7.33
- 0.05
7.34
- 0.05
7.34
- 0.05
7.34
- 0.05
7.35
- 0.05
7.35
- 0.05
7.36
- 0.06
7.36
- 0.06
7.36
- 0.06
7.37
- 0.06
7.37
- 0.06
7.37
- 0.06
7.38
- 0.06
7.38
- 0.06
7.39
- 0.06
7.39
- 0.06
7.39
- 0.06
7.40
- 0.06
7.40
- 0.06
3.09 0.00 1.00 0.00 5.83
3.09 0.00 1.00 0.00 5.82
3.08 0.00 1.00 0.00 5.81
3.08 0.00 1.00 0.00 5.81
3.07 0.00 1.00 0.00 5.80
3.07 0.00 1.00 0.00 5.79
3.07 0.00 1.00 0.00 5.78
3.06 0.00 1.00 0.00 5.77
3.06 0.00 1.00 0.00 5.77
3.05 0.00 1.00 0.00 5.76
3.05 0.00 1.00 0.00 5.75
3.05 0.00 1.00 0.00 5.74
3.04 0.00 1.00 0.00 5.74
3.04 0.00 1.00 0.00 5.73
3.03 0.00 1.00 0.00 5.72
3.03 0.00 1.00 0.00 5.72
3.03 0.00 1.00 0.00 5.71
3.02
3.02
3.02
3.01
3.01
3.01
3.00
3.00
2.99
Page 36
0.00 1.00 0.00 5.70
0.00 1.00 0.00 5.70
0.00 1.00 0.00 5.69
0.00 1.00 0.00 5.68
0.00 1.00 0.00 5.67
0.00 1.00 0.00 5.67
0.00 1.00 0.00 5.66
0.00 1.00 0.00 5.65
0.00 1.00 0.00 5.65

WLAScen2.out
107 15 10 56.50 10.39 7.40 2.99 0.00 1.00
- 2.71 -1.71 0.00 -0.60 -0.06
108 15 11 56.50 10.39 7.41 2.99 0.00 1.00
- 2.71 -1.71 0.00 -0.60 -0.06
109 16 1 56.50 10.39 7.41 2.98 0.00 1.00
- 2.70 -1.71 0.00 -0.60 -0.06
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 16
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
DISSOLVED OXYGEN MASS
ELE RCH ELE
ORD NUM NUM
C-BOD
110 16
- 2.70
111 16
- 2.70
112 16
- 2.69
113 16
- 2.69
114 16
- 2.69
115 16
- 2.68
116 16
- 2.36
117 16
- 2.36
118 16
- 2.36
119 16
- 2.35
120 16
- 2.35
121 16
- 2.35
122 16
- 2.34
123 16
- 2.34
124 16
- 2.34
125 16
- 2.33
BALANCE
DO
TEMP SAT
NET
DEG-F MG/L
SOD P-R NH3-N
2 56.50 10.39
- 1.71 0.00 -0.60
3 56.50 10.39
- 1.71 0.00 -0.60
4 56.50 10.39
- 1.71 0.00 -0.60
5 56.50 10.39
- 1.71 0.00 -0.60
6 56.50 10.39
- 1.71 0.00 -0.60
7 56.50 10.39
- 1.71 0.00 -0.60
8 56.50 10.39
- 1.71 0.00 -0.52
9 56.50 10.39
- 1.71 0.00 -0.52
10 56.50 10.39
- 1.71 0.00 -0.52
11 56.50 10.39
- 1.71 0.00 -0.52
12 56.50 10.39
- 1.71 0.00 -0.52
13 56.50 10.39
- 1.71 0.00 -0.52
14 56.50 10.39
- 1.71 0.00 -0.52
15 56.50 10.39
- 1.71 0.00 -0.52
16 56.50 10.39
- 1.71 0.00 -0.52
17 56.50 10.39
- 1.71 0.00 -0.52
(MG/L-DAY)
DO
DO DEF
MG/L MG/L
NO2-N
7.41
- 0.06
7.42
- 0.06
7.42
- 0.06
7.42
- 0.06
7.43
- 0.06
7.43
-0.06
7.54
- 0.06
7.54
- 0.06
7.55
-0.06
7.55
-0.06
7.56
- 0.06
7.56
-0.06
7.57
-0.06
7.57
- 0.06
7.57
- 0.06
7.58
- 0.06
0.00 5.64
0.00 5.64
0.00 5.63
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
DISSOLVED OXYGEN DATA
COMPONENTS OF
DAM NIT
INPUT INHIB F-FNCTN OXYGN
MG/L FACT INPUT REAIR
2.98 0.00 1.00 0.00 5.62
2.98 0.00 1.00 0.00 5.62
2.97 0.00 1.00 0.00 5.61
2.97 0.00 1.00 0.00 5.60
2.97 0.00 1.00 0.00 5.60
2.97 0.00 1.00 0.00 5.59
2.86 0.00 1.00 132.72 5.39
2.85 0.00 1.00 0.00 5.38
2.85 0.00 1.00 0.00 5.37
2.84 0.00 1.00 0.00 5.36
2.84 0.00 1.00 0.00 5.35
2.83 0.00 1.00 0.00 5.34
2.83 0.00 1.00 0.00 5.34
2.82 0.00 1.00 0.00 5.33
2.82 0.00 1.00 0.00 5.32
2.82 0.00 1.00 0.00 5.31
Page 37

High Point Westside WLA Analysis November 2, 2012
ATTACHMENT C. QUAL2E Model Input for Scenario 3
TETRATECH
13

WLAScen3.inp
TITLE01 Scenario 3 - Restored channel; Summer Critical Conditions
TITLE02
mgd
TITLE03 NO
TITLE04 NO
TITLE05 NO
TITLE06 NO
TITLE07 YES
TITLE08 NO
TITLE09 NO
TITLE10
TITLE11 YES
TITLE12
TITLE13 YES
TITLE14 NO
TITLE15 NO
ENDTITLE
LIST DATA INPUT
WRITE OPTIONAL SUMMARY
NO FLOW AUGMENTATION
STEADY STATE
NO TRAPEZOIDAL CHANNELS
PRINT SOLAR/LCD DATA
PLOT DO/BOD
FIXED DNSTRM CONC (YES=1)
INPUT METRIC (YES=1)
NUMBER OF REACHES
NUM OF HEADWATERS
TIME STEP (HOURS)
MAXIMUM SSTATE ITERATIONS
LATITUDE OF BASIN (DEG)
STANDARD MERIDIAN (DEG)
EVAP. COEFF. (AE)
ELEV OF BASIN (ELEV)
ENDATA1
O UPTAKE BY NH3 OXID(MG 0/MG N) 3.43
O PROD BY ALGAE (MG 0/MG A) 1.6
N CONTENT OF ALGAE (MG N/MG A) 0.085
ALG MAX SPEC GROTH RATE(1/DAY) 2
N HALF SATURATION CONST (MG/L) 0.2
LIN ALG SHADE CO (1/H-UGCHA/L) 0.0027
LIGHT FUNCTION OPTION (LFNOPT) 1
DAILY AVERAGING OPTION (LAVOPT) 1
NUMBER OF DAYLIGHT HOURS (NDLH) 11.2
ALGY GROWTH CALC OPTION (LGROPT) 1
ALG/TEMP SOLR RAD FACTOR (TFACT) 0.45
ENDATA1A
ENDATA1B
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
Rich Fork Creek from WWTP to mouth; High Pt discharge Q = 10.0
CONSERVATIVE MINERAL I
CONSERVATIVE MINERAL II
CONSERVATIVE MINERAL III
TEMPERATURE
BIOCHEMICAL OXYGEN DEMAND
ALGAE AS CHL-A IN UG/L
PHOSPHORUS CYCLE AS P IN MG/L
(ORGANIC-P; DISSOLVED-P)
NITROGEN CYCLE AS N IN MG/L
(ORGANIC-N; AMMONIA-N; NITRITE-N, NITRATE-N)
DISSOLVED OXYGEN IN MG/L
FECAL COLIFORMS IN NO./100 ML
ARBITRARY NON -CONSERVATIVE
0
0
16
1
1
30
35
75
0.00103
680
1 WWTP to 109 pool
2 through 109 pool
3 to Bedrock Knoll
4 to MS Rd
5 to confluence
6 to breakpoint
7 to ball road
8 through ball pool
9 to Kanoy Road
10 through kanoy pool
11 to shuler road
12 to utility easement
13 to below evans road
14 to below business 85
5D-ULT BOD CONV K COEF
OUTPUT METRIC (YES=1)
NUMBER OF JUNCTIONS
NUMBER OF POINT LOADS
LNTH COMP ELEMENT (DX)
TIME INC. FOR RPT2 (HRS)
LONGITIUDE OF BASIN (DEG)
DAY OF YEAR START TIME
EVAP COEF. (BE)
DUST ATTENUATION COEF.
0
0
4
0.1
1
80
248
0.0000094
0.06
O UPTAKE BY NO3 OXID(MG 0/MG N)
O UPTAKE BY ALGAE (MG 0/MG A)
P CONTENT OF ALGAE (MG N/MG A)
ALGAE RESPIRATION RATE (1/DAY)
P HALF SATURATION CONST (MG/L)
NLIN SHADE (1/H-(UGCHA/L)'`'`2/3)
LIGHT SATURATION COEF (INT/MIN)
LIGHT AVERAGING FACTOR (AFACT)
TOTAL DAILY SOLAR RADTN (INT)
ALGAL PREF FOR NH3-N (PREFN)
NITRIFICATION INHIBITION COEF
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
Page 1
12.5 TO
12.2 TO
12.0 TO
11.7 TO
10.9 TO
10.4 TO
9.9 TO
9.2 TO
9.0 TO
8.0 TO
7.9 TO
6.4 TO
5.6 TO
4.5 TO
1.14
1.9
0.013
0.1
0.04
0.0165
0.03
0.92
400
0.5
10
12.2
12.0
11.7
10.9
10.4
9.9
9.2
9.0
8.0
7.9
6.4
5.6
4.5
2.8

WLAScen3.inp
STREAM REACH 15 to below old hwy 29 FROM 2.8 TO 1.7
STREAM REACH 16 to mouth FROM 1.7 TO 0
ENDATA2
ENDATA3
FLAG FIELD RCH= 1 3 1 6 2
FLAG FIELD RCH= 2 2 6 2
FLAG FIELD RCH= 3 3 2 2 2
FLAG FIELD RCH= 4 8 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 5 5 2 2 2 2 2
FLAG FIELD RCH= 6 5 2 2 2 2 2
FLAG FIELD RCH= 7 7 2 2 2 2 2 2 2
FLAG FIELD RCH= 8 2 2 2
FLAG FIELD RCH= 9 10 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 10 1 2
FLAG FIELD RCH= 11 15 2 2 2 2 6 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 12 8 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 13 11 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 14 17 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 15 11 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 16 17 2 2 2 2 2 2 2 6 2 2 2 2 2 2 2 2 5
ENDATA4
HYDRAULCS RCH= 1 0.790 0 1.1 0 0.025
HYDRAULCS RCH= 2 0.790 0 1.1 0 0.025
HYDRAULCS RCH= 3 0.790 0 1.1 0 0.025
HYDRAULCS RCH= 4 0.790 0 1.1 0 0.025
HYDRAULCS RCH= 5 0.790 0 1.1 0 0.025
HYDRAULCS RCH= 6 0.790 0 1.1 0 0.025
HYDRAULCS RCH= 7 0.790 0 1.1 0 0.025
HYDRAULCS RCH= 8 0.790 0 1.1 0 0.025
HYDRAULCS RCH= 9 0.790 0 1.1 0 0.025
HYDRAULCS RCH= 10 0.790 0 1.1 0 0.025
HYDRAULCS RCH= 11 0.790 0 1.1 0 0.025
HYDRAULCS RCH= 12 0.790 0 1.1 0 0.025
HYDRAULCS RCH= 13 0.790 0 1.1 0 0.025
HYDRAULCS RCH= 14 0.790 0 1.1 0 0.025
HYDRAULCS RCH= 15 0.790 0 1.1 0 0.025
HYDRAULCS RCH= 16 0.790 0 1.1 0 0.025
ENDATAS
ENDATA5A
REACT COEF RCH= 1 0.209 0 0.149 5
REACT COEF RCH= 2 0.209 0 0.145 5
REACT COEF RCH= 3 0.209 0 0.140 5
REACT COEF RCH= 4 0.209 0 0.130 5
REACT COEF RCH= 5 0.209 0 0.119 5
REACT COEF RCH= 6 0.209 0 0.111 5
REACT COEF RCH= 7 0.209 0 0.100 5
REACT COEF RCH= 8 0.209 0 0.093 5
REACT COEF RCH= 9 0.209 0 0.083 5
REACT COEF RCH= 10 0.209 0 0.075 5
REACT COEF RCH= 11 0.209 0 0.075 5
REACT COEF RCH= 12 0.209 0 0.075 5
REACT COEF RCH= 13 0.209 0 0.075 5
REACT COEF RCH= 14 0.209 0 0.075 5
REACT COEF RCH= 15 0.209 0 0.075 5
REACT COEF RCH= 16 0.209 0 0.075 5
ENDATA6
N AND P COEF RCH= 1 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 2 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 3 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 4 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 5 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 6 0.1 0.1 0.2 0 0.5
Page 2

N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
ENDATA6A
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ENDATA6b
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
ENDATA7
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
ENDATA7A
INCR FLOW-1 RCH= 1
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
7
8
10
11
12
13
14
15
16
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
75.7
75.7
75.7
75.7
75.7
75.7
75.7
75.7
75.7
75.7
75.7
75.7
75.7
75.7
75.7
75.7
WLAScen3.inp
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
7 2.00
1 0.33 0.07
2 0.33 0.07
3 0.33 0.07
4 0.33 0.07
5 0.33 0.07
6 0.33 0.07
7 0.33 0.07
8 0.33 0.07
9 0.33 0.07
10 0.33 0.07
11 0.33 0.07
12 0.33 0.07
13 0.33 0.07
14 0.33 0.07
15 0.33 0.07
16 0.33 0.07
Page 3
0
o
o
0
0
o
0
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13

INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
INCR FLOW-1
INCR FLOW-1
INCR FLOW-1
INCR FLOW-1
ENDATA8
INCR FLOW-2
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
ENDATA8A
ENDATA9
HEADWTR-1
ENDATA10
HEADWTR-2
ENDATA10A
POINTLD-1
POINTLD-1
POINTLD-1
POINTLD-1
ENDATA11
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
ENDATA11A
ENDATA12
ENDATA13
ENDATA13A
WLAScen3.inp
RCH= 2
RCH= 3
RCH= 4
RCH= 5
RCH= 6
RCH= 7
RCH= 8
RCH= 9
RCH= 10
RCH= 11
RCH= 12
RCH= 13
RCH= 14
RCH= 15
RCH= 16
RCH= 1
RCH= 2
RCH= 3
RCH= 4
RCH= 5
RCH= 6
RCH= 7
RCH= 8
RCH= 9
RCH= 10
RCH= 11
RCH= 12
RCH= 13
RCH= 14
RCH= 15
RCH= 16
HDW= 1 Rich Fork Creek 0.67 75.7 6.8 2.00
HDW= 1 0.33 0.07 0.01 0.13
PTL=
PTL=
PTL=
PTL=
1 westside ww
2 Kennedy Mil
3 Hunts Fork
4 Hamby Creek
PTL= 1
PTL= 2
PTL= 3
PTL= 4
15.47 77.0 7.0 12.35
0.25 75.7 6.8 2.00
0.42 75.7 6.8 2.00
1.05 75.7 6.8 2.00
1.79 1.00 0.02 12.89
0.33 0.07 0.01 0.13
0.33 0.07 0.01 0.13
0.33 0.07 0.01 0.13
Page 4

Q =
MODEL • *
1996
$$$ (PROBLEM TITLES) $$$
CARD TYPE
TITLE01
Conditions
TITLE02
1
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.23000
0.00000
TITLE03 NO
TITLE04 NO
TITLE05 NO
TITLE06 NO
TITLE07 YES
TITLE08 NO
TITLE09 NO
TITLE10
TITLE11 YES
TITLE12
TITLE13 YES
TITLE14 NO
TITLE15 NO
ENDTITLE
WLAScen3.out
* * * QUAL-2E STREAM QUALITY ROUTING
version 3.22 -- May
QUAL-2E PROGRAM TITLES
Scenario 3 - Restored channel; Summer Critical
Rich Fork Creek from WWTP to mouth; High Pt discharge
CONSERVATIVE MINERAL I
CONSERVATIVE MINERAL II
CONSERVATIVE MINERAL III
TEMPERATURE
BIOCHEMICAL OXYGEN DEMAND
ALGAE AS CHL-A IN UG/L
PHOSPHORUS CYCLE AS P IN MG/L
(ORGANIC-P; DISSOLVED-P)
NITROGEN CYCLE AS N IN MG/L
(ORGANIC-N; AMMONIA-N; NITRITE-N, NITRATE-N)
DISSOLVED OXYGEN IN MG/L
FECAL COLIFORMS IN NO./100 ML
ARBITRARY NON -CONSERVATIVE
$$$ DATA TYPE 1 (CONTROL
CARD TYPE
LIST DATA INPUT
WRITE OPTIONAL SUMMARY
NO FLOW AUGMENTATION
STEADY STATE
NO TRAPEZOIDAL CHANNELS
PRINT SOLAR/LCD DATA
PLOT DO/BOD
FIXED DNSTRM CONC (YES=1)
INPUT METRIC (YES=1)
NUMBER OF REACHES
DATA) $$$
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
16.00000
Page 1
CARD TYPE
5D-ULT BOD CONY K COEF
OUTPUT METRIC (YES=1)
NUMBER OF JUNCTIONS

0.00000
4.00000
0.10000
1.00000
80.00000
248.00000
0.00001
0.06000
0.00000
0/MG N)
0/MG A) 1.9000
N CONTENT OF ALGAE (MG N/MG A)
N/MG A) 0.0130
ALG MAX SPEC GROTH RATE(1/DAY)
(1/DAY) 0.1000
N HALF SATURATION CONST (MG/L)
(MG/L) 0.0400
LIN ALG SHADE CO (1/FT-UGCHA/L=)
SHADE(1/FT-(UGCHA/L)**2/3)= 0.0165
LIGHT FUNCTION OPTION (LFNOPT)
(BTU/FT2-MIN) = 0.0300
DAILY AVERAGING OPTION (LAVOPT)
(AFACT) 0.9200
NUMBER OF DAYLIGHT HOURS (NDLH)
(BTU/FT-2)= 400.0000
ALGY GROWTH CALC OPTION (LGROPT)
(PREFN) 0.5000
ALG/TEMP SOLR RAD FACTOR (TFACT)
INHIBITION COEF 10.0000
ENDATA1A
0.0000
NUM OF HEADWATERS
TIME STEP (HOURS)
MAXIMUM SSTATE ITERATIONS
LATITUDE OF BASIN (DEG)
STANDARD MERIDIAN (DEG)
EVAP. COEFF. (AE)
ELEV OF BASIN (ELEV)
ENDATA1
WLAScen3.out
1.00000
1.00000
30.00000
35.00000
75.00000
0.00103
680.00000
0.00000
NUMBER OF POINT LOADS
LNTH COMP ELEMENT (DX)
TIME INC. FOR RPT2 (HRS)
LONGITIUDE OF BASIN (DEG)
DAY OF YEAR START TIME
EVAP COEF. (BE)
DUST ATTENUATION COEF.
$$$ DATA TYPE 1A (ALGAE PRODUCTION AND NITROGEN
CARD TYPE
O UPTAKE BY NH3 OXID(MG 0/MG N)
$$$
1.1400
O PROD BY ALGAE (MG 0/MG A)
3.4300
1.6000
0.0850
2.0000
0.2000
0.0027
1.0000
1.0000
11.2000
1.0000
0.4500
0.0000
OXIDATION CONSTANTS) $$$
$$$ DATA TYPE 1B (TEMPERATURE CORRECTION CONSTANTS
CARD TYPE RATE CODE
THETA( 1) BOD DECA
THETA( 2) BOD SETT
THETA( 3) OXY TRAN
THETA( 4) SOD RATE
THETA( 5) ORGN DEC
THETA( 6) ORGN SET
THETA( 7) NH3 DECA
THETA( 8) NH3 SRCE
THETA( 9) NO2 DECA
THETA(10) PORG DEC
THETA(11) PORG SET
THETA(12) DISP SRC
THETA VALUE
1.047
1.024
1.024
1.060
1.047
1.024
1.083
1.074
1.047
1.047
1.024
1.074
Page 2
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
CARD TYPE
O UPTAKE BY NO3 OXID(MG
O UPTAKE BY ALGAE (MG
P CONTENT OF ALGAE (MG
ALGAE RESPIRATION RATE
P HALF SATURATION CONST
NLIN
LIGHT SAT'N COEF
LIGHT AVERAGING FACTOR
TOTAL DAILY SOLR RAD
ALGAL PREF FOR NH3-N
NITRIFICATION
FOR RATE COEFFICIENTS)

R. MI/KM
12.2
12.0
11.7
10.9
10.4
9.9
9.2
9.0
8.0
7.9
6.4
5.6
4.5
2.8
1.7
0.0
0.0
SOURCES
0.
WLAScen3.out
THETA(13) ALG GROW 1.047 DFLT
THETA(14) ALG RESP 1.047 DFLT
THETA(15) ALG SETT 1.024 DFLT
THETA(16) COLI DEC 1.047 DFLT
THETA(17) ANC DECA 1.000 DFLT
THETA(18) ANC SETT 1.024 DFLT
THETA(19) ANC SRCE 1.000 DFLT
ENDATA1B
$$$ DATA TYPE 2 (REACH IDENTIFICATION) $$$
CARD TYPE REACH ORDER AND IDENT R. MI/KM
STREAM REACH 1.0 WWTP to 109 pool FROM 12.5 TO
STREAM REACH 2.0 through 109 pool FROM 12.2 TO
STREAM REACH 3.0 to Bedrock Knoll FROM 12.0 TO
STREAM REACH 4.0 to MS Rd FROM 11.7 TO
STREAM REACH 5.0 to confluence FROM 10.9 TO
STREAM REACH 6.0 to breakpoint FROM 10.4 TO
STREAM REACH 7.0 to ball road FROM 9.9 TO
STREAM REACH 8.0 through ball pool FROM 9.2 TO
STREAM REACH 9.0 to Kanoy Road FROM 9.0 TO
STREAM REACH 10.0 through kanoy pool FROM 8.0 TO
STREAM REACH 11.0 to shuler road FROM 7.9 TO
STREAM REACH 12.0 to utility easement FROM 6.4 TO
STREAM REACH 13.0 to below evans road FROM 5.6 TO
STREAM REACH 14.0 to below business 8 FROM 4.5 TO
STREAM REACH 15.0 to below old hwy 29 FROM 2.8 TO
STREAM REACH 16.0 to mouth FROM 1.7 TO
ENDATA2 0.0 0.0
$$$ DATA TYPE 3 (TARGET LEVEL DO AND FLOW AUGMENTATION SOURCES) $$$
CARD TYPE REACH AVAIL HDWS TARGET ORDER OF AVAIL
ENDATA3 0. 0. 0.0 0. 0. 0. 0. 0.
$$$ DATA TYPE 4 (COMPUTATIONAL REACH FLAG FIELD) $$$
CARD TYPE REACH ELEMENTS/REACH
FLAG FIELD 1. 3.
1.6.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 2. 2.
6.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 3. 3.
Page 3
COMPUTATIONAL FLAGS

wLA5cen3.out
2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 4. 8.
2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 5. 5.
2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 6. 5.
2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 7. 7.
2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 8. 2.
2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 9. 10.
2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 10. 1.
2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 11. 15.
2.2.2.2.6.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.
FLAG FIELD 12. 8.
2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 13. 11.
2.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.
FLAG FIELD 14. 17.
2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.0.0.0.
FLAG FIELD 15. 11.
2.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.
FLAG FIELD 16. 17.
2.2.2.2.2.2.2.6.2.2.2.2.2.2.2.2.5.0.0.0.
ENDATA4 0. 0.
0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
CMANN
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
$$$ DATA TYPE 5 (HYDRAULIC DATA FOR DETERMINING VELOCITY AND DEPTH) $$$
CARD TYPE REACH COEF-DSPN COEFQV EXPOQV COEFQH EXPOQH
HYDRAULCS 1. 0.00 0.790 0.000 1.100 0.000
HYDRAULCS 2. 0.00 0.790 0.000 1.100 0.000
HYDRAULCS 3. 0.00 0.790 0.000 1.100 0.000
HYDRAULCS 4. 0.00 0.790 0.000 1.100 0.000
HYDRAULCS 5. 0.00 0.790 0.000 1.100 0.000
HYDRAULCS 6. 0.00 0.790 0.000 1.100 0.000
HYDRAULCS 7. 0.00 0.790 0.000 1.100 0.000
HYDRAULCS 8. 0.00 0.790 0.000 1.100 0.000
HYDRAULCS 9. 0.00 0.790 0.000 1.100 0.000
HYDRAULCS 10. 0.00 0.790 0.000 1.100 0.000
HYDRAULCS 11. 0.00 0.790 0.000 1.100 0.000
HYDRAULCS 12. 0.00 0.790 0.000 1.100 0.000
HYDRAULCS 13. 0.00 0.790 0.000 1.100 0.000
HYDRAULCS 14. 0.00 0.790 0.000 1.100 0.000
HYDRAULCS 15. 0.00 0.790 0.000 1.100 0.000
Page 4

0.025
0.025
0.000
ATM
PRESSURE
0.00
$$$
WLAScen3.out
HYDRAULCS 16. 0.00 0.790 0.000 1.100 0.000
ENDATAS 0. 0.00 0.000 0.000 0.000 0.000
$$$ DATA TYPE 5A (STEADY STATE TEMPERATURE AND CLIMATOLOGY DATA) $$$
CARD TYPE
WIND
ENDATASA
0.00
DUST CLOUD DRY BULB WET BULB
SOLAR RAD
REACH ELEVATION COEF COVER TEMP TEMP
ATTENUATION
0. 0.00 0.00 0.00 0.00 0.00
0.00
$$$ DATA TYPE 6 (REACTION COEFFICIENTS FOR DEOXYGENATION AND REAERATION)
CARD TYPE
COEQK2 OR EXPQK2
REACH K1 K3 SOD K20PT K2
RATE
TSIV COEF OR SLOPE
FOR OPT 8 FOR OPT 8
REACT COEF 1. 0.21 0.00 0.149 5. 0.00
0.000 0.00000
REACT COEF 2. 0.21 0.00 0.145 5. 0.00
0.000 0.00000
REACT COEF 3. 0.21 0.00 0.140 5. 0.00
0.000 0.00000
REACT COEF 4. 0.21 0.00 0.130 5. 0.00
0.000 0.00000
REACT COEF 5. 0.21 0.00 0.119 5. 0.00
0.000 0.00000
REACT COEF 6. 0.21 0.00 0.111 5. 0.00
0.000 0.00000
REACT COEF 7. 0.21 0.00 0.100 5. 0.00
0.000 0.00000
REACT COEF 8. 0.21 0.00 0.093 5. 0.00
0.000 0.00000
REACT COEF 9. 0.21 0.00 0.083 5. 0.00
0.000 0.00000
REACT COEF 10. 0.21 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 11. 0.21 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 12. 0.21 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 13. 0.21 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 14. 0.21 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 15. 0.21 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 16. 0.21 0.00 0.075 5. 0.00
0.000 0.00000
ENDATA6 0. 0.00 0.00 0.000 0. 0.00
0.000 0.00000
$$$ DATA TYPE 6A (NITROGEN AND PHOSPHORUS CONSTANTS) $$$
CARD TYPE REACH CKNH2 SETNH2 CKNH3 SNH3 CKNO2
CKPORG SETPORG SP04
Page 5

wLAScen3.out
N AND P COEF 1. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 2. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 3. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 4. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 5. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 6. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 7. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 8. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 9. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 10. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 11. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 12. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 13. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 14. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 15. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 16. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
ENDATA6A 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 6B (ALGAE/OTHER COEFFICIENTS) $$$
CARD TYPE REACH ALPHAO ALGSET EXCOEF CK5 CKANC
SETANC SRCANC
CKCOLI
ALG/OTHER COEF 1. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 2. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 3. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 4. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 5. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 6. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 7. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 8. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 9. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 10. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 11. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 12. 50.00 0.00 0.01 0.00 0.00
Page 6

wLAScen3.out
0.00 0.00
ALG/OTHER COEF 13. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 14. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 15. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 16. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ENDATA6b 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
$$$ DATA TYPE 7 (INITIAL CONDITIONS) $$$
CARD TYPE REACH TEMP D.O. BOD CM-1 CM-2
CM-3 ANC COLI
INITIAL COND-1 1. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 2. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 3. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 4. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 5. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 6. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 7. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 8. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 9. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 10. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 11. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 12. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 13. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 14. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 15. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 16. 75.70 7.00 2.00 0.00 0.00
0.00 0.00 0.00
ENDATA7 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 7A (INITIAL CONDITIONS FOR CHOROPHYLL A, NITROGEN, AND
PHOSPHORUS) $$$
CARD TYPE REACH CHL-A ORG-N NH3-N NO2-N NO3-N
ORG-P DIS-P
INITIAL COND-2 1. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 2. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 3. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 4. 0.00 0.33 0.07 0.01 0.13
Page 7

WLAScen3.out
0.00 0.00
INITIAL COND-2 5. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 6. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 7. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 8. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 9. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 10. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 11. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 12. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 13. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 14. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 15. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 16. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
ENDATA7A 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
$$$ DATA TYPE 8 (INCREMENTAL INFLOW CONDITIONS) $$$
CARD TYPE REACH FLOW TEMP D.O. BOD CM-1
CM-2 CM-3 ANC COLI
INCR FLOW-1 R 1. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 2. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 3. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 4. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 5. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 6. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 7. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 8. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 9. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 10. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 11. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 12. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 13. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 14. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 15. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 16. 0.000 0.00 0.00 0.00 0.00
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0.00 0.00 0.00 0.00
ENDATA8 0. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
$$$ DATA TYPE 8A (INCREMENTAL INFLOW CONDITIONS FOR CHLOROPHYLL A,
NITROGEN, AND PHOSPHORUS) $$$
CARD TYPE REACH CHL-A ORG-N NH3-N NO2-N NO3-N
ORG-P DIS-P
INCR FLOW-2 R 1. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 2. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 3. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 4. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 5. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 6. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 7. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 8. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 9. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 10. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 11. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 12. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 13. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 14. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 15. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 16. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
ENDATA8A 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
TRIB
0.
$$$ DATA TYPE 9 (STREAM JUNCTIONS) $$$
CARD TYPE JUNCTION ORDER AND IDENT UPSTRM JUNCTION
ENDATA9 0. 0. 0.
$$$ DATA TYPE 10 (HEADWATER SOURCES) $$$
CARD TYPE HDWTR NAME FLOW TEMP D.O. BOD
CM-1 CM-2 CM-3
ORDER
HEADWTR-1 1. Rich Fork Creek 0.67 75.70 6.80 2.00
0.00 0.00 0.00
ENDATA10 0. 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 10A (HEADWATER CONDITIONS FOR CHLOROPHYLL, NITROGEN,
PHOSPHORUS,
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COLIFORM AND SELECTED NON -CONSERVATIVE CONSTITUENT) $$$
CARD TYPE HDWTR ANC COLI CHL-A ORG-N NH3-N NO2-N
NO3-N ORG-P DIS-P
ORDER
HEADWTR-2 1. 0.00 0.00E+00 0.00 0.33 0.07 0.01
0.13 0.00 0.00
ENDATA10A 0. 0.00 0.00E+00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 11 (POINT SOURCE / POINT SOURCE CHARACTERISTICS) $$$
POINT
CARD TYPE LOAD NAME EFF FLOW TEMP D.O.
BOD CM-1 CM-2 CM-3
ORDER
POINTLD-1 1. Westside WW 0.00 15.47 77.00 7.00
12.35 0.00 0.00 0.00
POINTLD-1 2. Kennedy Mil 0.00 0.25 75.70 6.80
2.00 0.00 0.00 0.00
POINTLD-1 3. Hunts Fork 0.00 0.42 75.70 6.80
2.00 0.00 0.00 0.00
POINTLD-1 4. Hamby Creek 0.00 1.05 75.70 6.80
2.00 0.00 0.00 0.00
ENDATA11 0. 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
$$$ DATA TYPE 11A (POINT SOURCE CHARACTERISTICS - CHLOROPHYLL A, NITROGEN,
PHOSPHORUS,
COLIFORMS AND SELECTED NON -CONSERVATIVE CONSTITUENT)
$$$
POINT
CARD TYPE LOAD ANC COLI CHL-A ORG-N NH3-N NO2-N
NO3-N ORG-P DIS-P
ORDER
POINTLD-2 1. 0.00 0.00E+00 0.00 1.79 1.00 0.02
12.89 0.00 0.00
POINTLD-2 2. 0.00 0.00E+00 0.00 0.33 0.07 0.01
0.13 0.00 0.00
POINTLD-2 3. 0.00 0.00E+00 0.00 0.33 0.07 0.01
0.13 0.00 0.00
POINTLD-2 4. 0.00 0.00E+00 0.00 0.33 0.07 0.01
0.13 0.00 0.00
ENDATAllA 0. 0.00 0.00E+00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 12 (DAM CHARACTERISTICS) $$$
DAM RCH ELE ADAM BDAM FDAM HDAM
ENDATA12 0. 0. 0. 0.00 0.00 0.00 0.00
$$$ DATA TYPE 13 (DOWNSTREAM BOUNDARY CONDITIONS-1) $$$
CARD TYPE
CM-3 ANC COLI
TEMP
D.O. BOD CM-1 CM-2
ENDATA13 DOWNSTREAM BOUNDARY CONCENTRATIONS ARE
UNCONSTRAINED
$$$ DATA TYPE 13A (DOWNSTREAM BOUNDARY CONDITIONS-2) $$$
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CARD TYPE CHL-A ORG-N NH3-N NO2-N NH3-N
ORG-P DIS-P
ENDATA13A DOWNSTREAM BOUNDARY CONCENTRATIONS ARE
UNCONSTRAINED
BIOCHEMICAL OXYGEN DEMAND
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 2.00 11.91 11.88
2 11.71 11.69
3 11.66 11.64 11.62
4 11.60 11.57 11.55 11.53 11.51 11.48 11.46 11.44
5 11.42 11.39 11.37 11.35 11.33
6 11.30 11.28 11.26 11.24 11.22
7 11.19 11.17 11.15 11.13 11.11 11.08 11.06
8 11.04 11.02
9 11.00 10.98 10.95 10.93 10.91 10.89 10.87 10.85 10.83 10.80
10 10.78
11 10.76 10.74 10.72 10.70 10.46 10.44 10.42 10.40 10.38 10.36 10.34 10.32 10.30
10.28 10.26
12 10.24 10.22 10.20 10.18 10.16 10.14 10.12 10.10
13 10.08 10.06 10.04 10.02 10.00 9.98 9.96 9.94 9.92 9.90 9.88
14 9.86 9.84 9.82 9.80 9.78 9.77 9.75 9.73 9.71 9.69 9.67 9.65 9.63
9.61 9.59 9.57 9.56
15 9.54 9.52 9.50 9.48 9.46 9.44 9.43 9.41 9.39 9.37 9.35
16 9.33 9.31 9.30 9.28 9.26 9.24 9.22 8.78 8.77 8.75 8.73 8.71 8.70
8.68 8.66 8.65 8.63
ORGANIC NITROGEN AS N IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.33 1.73 1.72
2 1.70 1.70
3 1.69 1.69 1.69
4 1.69 1.68 1.68 1.68 1.67 1.67 1.67 1.66
5 1.66 1.66 1.66 1.65 1.65
6 1.65 1.64 1.64 1.64 1.63
7 1.63 1.63 1.63 1.62 1.62 1.62 1.61
8 1.61 1.61
9 1.61 1.60 1.60 1.60 1.59 1.59 1.59 1.59 1.58 1.58
10 1.58
11 1.57 1.57 1.57 1.57 1.53 1.53 1.53 1.52 1.52 1.52 1.52 1.51 1.51
1.51 1.50
12 1.50 1.50 1.50 1.49 1.49 1.49 1.49 1.48
13 1.48 1.48 1.48 1.47 1.47 1.47 1.46 1.46 1.46 1.46 1.45
14 1.45 1.45 1.45 1.44 1.44 1.44 1.44 1.43 1.43 1.43 1.43 1.42 1.42
1.42 1.42 1.41 1.41
15 1.41 1.41 1.40 1.40 1.40 1.40 1.39 1.39 1.39 1.39 1.38
16 1.38 1.38 1.38 1.37 1.37 1.37 1.37 1.30 1.30 1.30 1.30 1.29 1.29
1.29 1.29 1.28 1.28
AMMONIA AS N IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.07 0.96 0.96
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2 0.95 0.95
3 0.95 0.95 0.94
4 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
5 0.94 0.94 0.94 0.94 0.94
6 0.94 0.94 0.94 0.94 0.94
7 0.94 0.94 0.93 0.93 0.93 0.93 0.93
8 0.93 0.93
9 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93
10 0.93
11 0.93 0.92 0.92 0.92 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
0.90 0.90
12 0.90 0.90 0.89 0.89 0.89 0.89 0.89 0.89
13 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89
14 0.89 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
0.88 0.88 0.88 0.88
15 0.88 0.88 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87
16 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.82 0.82 0.82 0.82 0.82 0.82
0.82 0.81 0.81 0.81
NITRITE AS N IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.01 0.02 0.02
2 0.02 0.03
3 0.03 0.03 0.03
4 0.03 0.04 0.04 0.04 0.04 0.04 0.05 0.05
5 0.05 0.05 0.05 0.05 0.06
6 0.06 0.06 0.06 0.06 0.06
7 0.07 0.07 0.07 0.07 0.07 0.07 0.08
8 0.08 0.08
9 0.08 0.08 0.08 0.09 0.09 0.09 0.09 0.09 0.09 0.10
10 0.10
11 0.10 0.10 0.10 0.10 0.10 0.10 0.11 0.11 0.11 0.11 0.11 0.11 0.11
0.12 0.12
12 0.12 0.12 0.12 0.12 0.12 0.13 0.13 0.13
13 0.13 0.13 0.13 0.13 0.13 0.14 0.14 0.14 0.14 0.14 0.14
14 0.14 0.14 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.16 0.16 0.16
0.16 0.16 0.16 0.16
15 0.16 0.16 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17
16 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.17 0.17 0.17 0.18 0.18 0.18
0.18 0.18 0.18 0.18
NITRATE AS N IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.13 12.36 12.36
2 12.17 12.17
3 12.17 12.17 12.17
4 12.17 12.17 12.18 12.18 12.18 12.18 12.18 12.18
5 12.18 12.18 12.18 12.18 12.18
6 12.18 12.18 12.18 12.18 12.18
7 12.18 12.18 12.18 12.18 12.18 12.18 12.18
8 12.18 12.18
9 12.18 12.18 12.18 12.18 12.18 12.18 12.18 12.19 12.19 12.19
10 12.19
11 12.19 12.19 12.19 12.19 11.89 11.89 11.89 11.89 11.89 11.89 11.89 11.89 11.89
11.89 11.89
12 11.89 11.89 11.89 11.90 11.90 11.90 11.90 11.90
13 11.90 11.90 11.90 11.90 11.90 11.90 11.90 11.90 11.90 11.90 11.90
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14 11.91 11.91 11.91 11.91 11.91 11.91 11.91 11.91 11.91 11.91 11.91 11.91 11.91
11.91 11.92 11.92 11.92
15 11.92 11.92 11.92 11.92 11.92 11.92 11.92 11.92 11.92 11.92 11.93
16 11.93 11.93 11.93 11.93 11.93 11.93 11.93 11.24 11.24 11.24 11.24 11.24 11.24
11.24 11.24 11.25 11.25
DISSOLVED OXYGEN IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 6.65 6.93 6.88
2 6.82 6.77
3 6.73 6.68 6.63
4 6.59 6.55 6.51 6.47 6.43 6.40 6.36 6.32
5 6.29 6.26 6.23 6.20 6.17
6 6.15 6.12 6.10 6.07 6.05
7 6.03 6.01 5.99 5.98 5.96 5.94 5.92
8 5.91 5.90
9 5.89 5.88 5.87 5.86 5.85 5.84 5.83 5.82 5.82 5.81
10 5.80
11 5.80 5.79 5.79 5.78 5.80 5.80 5.80 5.79 5.79 5.78 5.78 5.78 5.77
5.77 5.77
12 5.76 5.76 5.76 5.76 5.75 5.75 5.75 5.75
13 5.74 5.74 5.74 5.74 5.73 5.73 5.73 5.73 5.73 5.73 5.72
14 5.72 5.72 5.72 5.72 5.72 5.72 5.71 5.71 5.71 5.71 5.71 5.71 5.71
5.71 5.71 5.71 5.71
15 5.70 5.70 5.70 5.70 5.70 5.70 5.70 5.70 5.70 5.70 5.70
16 5.70 5.70 5.70 5.70 5.70 5.70 5.70 5.76 5.77 5.77 5.77 5.77 5.77
5.77 5.77 5.77 5.77
DISSOLVED OXYGEN IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 6.65 6.93 6.88
2 6.82 6.77
3 6.73 6.68 6.63
4 6.59 6.55 6.51 6.47 6.43 6.40 6.36 6.32
5 6.29 6.26 6.23 6.20 6.17
6 6.15 6.12 6.10 6.07 6.05
7 6.03 6.01 5.99 5.98 5.96 5.94 5.92
8 5.91 5.90
9 5.89 5.88 5.87 5.86 5.85 5.84 5.83 5.82 5.82 5.81
10 5.80
11 5.80 5.79 5.79 5.78 5.80 5.80 5.80 5.79 5.79 5.78 5.78 5.78 5.77
5.77 5.77
12 5.76 5.76 5.76 5.76 5.75 5.75 5.75 5.75
13 5.74 5.74 5.74 5.74 5.73 5.73 5.73 5.73 5.73 5.73 5.72
14 5.72 5.72 5.72 5.72 5.72 5.72 5.71 5.71 5.71 5.71 5.71 5.71 5.71
5.71 5.71 5.71 5.71
15 5.70 5.70 5.70 5.70 5.70 5.70 5.70 5.70 5.70 5.70 5.70
16 5.70 5.70 5.70 5.70 5.70 5.70 5.70 5.76 5.77 5.77 5.77 5.77 5.77
5.77 5.77 5.77 5.77
BIOCHEMICAL OXYGEN DEMAND
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 2.00 11.91 11.88
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2 11.71 11.69
3 11.66 11.64 11.62
4 11.60 11.57 11.55 11.53 11.51 11.48 11.46 11.44
5 11.42 11.39 11.37 11.35 11.33
6 11.30 11.28 11.26 11.24 11.22
7 11.19 11.17 11.15 11.13 11.11 11.08 11.06
8 11.04 11.02
9 11.00 10.98 10.95 10.93 10.91 10.89 10.87 10.85 10.83 10.80
10 10.78
11 10.76 10.74 10.72 10.70 10.46 10.44 10.42 10.40 10.38 10.36 10.34 10.32 10.30
10.28 10.26
12 10.24 10.22 10.20 10.18 10.16 10.14 10.12 10.10
13 10.08 10.06 10.04 10.02 10.00 9.98 9.96 9.94 9.92 9.90 9.88
14 9.86 9.84 9.82 9.80 9.78 9.77 9.75 9.73 9.71 9.69 9.67 9.65 9.63
9.61 9.59 9.57 9.56
15 9.54 9.52 9.50 9.48 9.46 9.44 9.43 9.41 9.39 9.37 9.35
16 9.33 9.31 9.30 9.28 9.26 9.24 9.22 8.78 8.77 8.75 8.73 8.71 8.70
8.68 8.66 8.65 8.63
ORGANIC NITROGEN AS N IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.33 1.73 1.72
2 1.70 1.70
3 1.69 1.69 1.69
4 1.69 1.68 1.68 1.68 1.67 1.67 1.67 1.66
5 1.66 1.66 1.66 1.65 1.65
6 1.65 1.64 1.64 1.64 1.63
7 1.63 1.63 1.63 1.62 1.62 1.62 1.61
8 1.61 1.61
9 1.61 1.60 1.60 1.60 1.59 1.59 1.59 1.59 1.58 1.58
10 1.58
11 1.57 1.57 1.57 1.57 1.53 1.53 1.53 1.52 1.52 1.52 1.52 1.51 1.51
1.51 1.50
12 1.50 1.50 1.50 1.49 1.49 1.49 1.49 1.48
13 1.48 1.48 1.48 1.47 1.47 1.47 1.46 1.46 1.46 1.46 1.45
14 1.45 1.45 1.45 1.44 1.44 1.44 1.44 1.43 1.43 1.43 1.43 1.42 1.42
1.42 1.42 1.41 1.41
15 1.41 1.41 1.40 1.40 1.40 1.40 1.39 1.39 1.39 1.39 1.38
16 1.38 1.38 1.38 1.37 1.37 1.37 1.37 1.30 1.30 1.30 1.30 1.29 1.29
1.29 1.29 1.28 1.28
AMMONIA AS N IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.07 0.96 0.96
2 0.95 0.95
3 0.95 0.95 0.94
4 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
5 0.94 0.94 0.94 0.94 0.94
6 0.94 0.94 0.94 0.94 0.94
7 0.94 0.94 0.93 0.93 0.93 0.93 0.93
8 0.93 0.93
9 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93
10 0.93
11 0.93 0.92 0.92 0.92 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
0.90 0.90
12 0.90 0.90 0.89 0.89 0.89 0.89 0.89 0.89
13 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89
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14 0.89 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88
0.88 0.88 0.88 0.88
15 0.88 0.88 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87
16 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.82 0.82 0.82 0.82 0.82 0.82
0.82 0.81 0.81 0.81
NITRITE AS N IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.01 0.02 0.02
2 0.02 0.03
3 0.03 0.03 0.03
4 0.03 0.04 0.04 0.04 0.04 0.04 0.05 0.05
5 0.05 0.05 0.05 0.05 0.06
6 0.06 0.06 0.06 0.06 0.06
7 0.07 0.07 0.07 0.07 0.07 0.07 0.08
8 0.08 0.08
9 0.08 0.08 0.08 0.09 0.09 0.09 0.09 0.09 0.09 0.10
10 0.10
11 0.10 0.10 0.10 0.10 0.10 0.10 0.11 0.11 0.11 0.11 0.11 0.11 0.11
0.12 0.12
12 0.12 0.12 0.12 0.12 0.12 0.13 0.13 0.13
13 0.13 0.13 0.13 0.13 0.13 0.14 0.14 0.14 0.14 0.14 0.14
14 0.14 0.14 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.16 0.16 0.16
0.16 0.16 0.16 0.16
15 0.16 0.16 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17
16 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.17 0.17 0.17 0.18 0.18 0.18
0.18 0.18 0.18 0.18
NITRATE AS N IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.13 12.36 12.36
2 12.17 12.17
3 12.17 12.17 12.17
4 12.17 12.17 12.18 12.18 12.18 12.18 12.18 12.18
5 12.18 12.18 12.18 12.18 12.18
6 12.18 12.18 12.18 12.18 12.18
7 12.18 12.18 12.18 12.18 12.18 12.18 12.18
8 12.18 12.18
9 12.18 12.18 12.18 12.18 12.18 12.18 12.18 12.19 12.19 12.19
10 12.19
11 12.19 12.19 12.19 12.19 11.89 11.89 11.89 11.89 11.89 11.89 11.89 11.89 11.89
11.89 11.89
12 11.89 11.89 11.89 11.90 11.90 11.90 11.90 11.90
13 11.90 11.90 11.90 11.90 11.90 11.90 11.90 11.90 11.90 11.90 11.90
14 11.91 11.91 11.91 11.91 11.91 11.91 11.91 11.91 11.91 11.91 11.91 11.91 11.91
11.91 11.92 11.92 11.92
15 11.92 11.92 11.92 11.92 11.92 11.92 11.92 11.92 11.92 11.92 11.93
16 11.93 11.93 11.93 11.93 11.93 11.93 11.93 11.24 11.24 11.24 11.24 11.24 11.24
11.24 11.24 11.25 11.25
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 1
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
s,s,*** STEADY STATE SIMULATION *****
Page 15

WLAScen3.out
HYDRAULICS SUMMARY ;;•
ELE RCH ELE BEGIN END POINT INCR TRVL
BOTTOM X-SECT DSPRSN
ORD NUM NUM LOC LOC FLOW SRCE FLOW VEL TIME DEPTH
WIDTH VOLUME AREA AREA COEF
MILE MILE CFS CFS CFS FPS DAY FT
FT K-FT-3 K-FT-2 FT-2 FT-2/S
1 1 1 12.50 12.40 0.67 0.00 0.00
0.771 0.45 1.57 0.85 0.00
2 1 2 12.40 12.30 16.14 15.47 0.00
18.573 10.79 10.97 20.43 0.00
3 1 3 12.30 12.20 16.14 0.00 0.00
18.573 10.79 10.97 20.43 0.00
0.790
0.790
0.790
0.008
0.008
0.008
1.100
1.100
1.100
4 2 1 12.20 12.10 16.39 0.25 0.00 0.790 0.008 1.100
18.861 10.95 11.12 20.75 0.00
5 2 2 12.10 12.00 16.39 0.00 0.00 0.790 0.008 1.100
18.861 10.95 11.12 20.75 0.00
6 3 1 12.00 11.90 16.39 0.00 0.00
18.861 10.95 11.12 20.75 0.00
7 3 2 11.90 11.80 16.39 0.00 0.00
18.861 10.95 11.12 20.75 0.00
8 3 3 11.80 11.70 16.39 0.00 0.00
18.861 10.95 11.12 20.75 0.00
9 4 1 11.70 11.60 16.39 0.00 0.00
18.861 10.95 11.12 20.75 0.00
10 4 2 11.60 11.50 16.39 0.00 0.00
18.861 10.95 11.12 20.75 0.00
11 4 3 11.50 11.40 16.39 0.00 0.00
18.861 10.95 11.12 20.75 0.00
12 4 4 11.40 11.30 16.39 0.00 0.00
18.861 10.95 11.12 20.75 0.00
13 4 5 11.30 11.20 16.39 0.00 0.00
18.861 10.95 11.12 20.75 0.00
14 4 6 11.20 11.10 16.39 0.00 0.00
18.861 10.95 11.12 20.75 0.00
15 4 7 11.10 11.00 16.39 0.00 0.00
18.861 10.95 11.12 20.75 0.00
16 4 8 11.00 10.90 16.39 0.00 0.00
18.861 10.95 11.12 20.75 0.00
17 5 1 10.90 10.80 16.39 0.00 0.00
18.861 10.95 11.12 20.75 0.00
18 5 2 10.80 10.70 16.39 0.00 0.00
18.861 10.95 11.12 20.75 0.00
19 5 3 10.70 10.60 16.39 0.00 0.00
18.861 10.95 11.12 20.75 0.00
20 5 4 10.60 10.50 16.39 0.00 0.00
18.861 10.95 11.12 20.75 0.00
21 5 5 10.50 10.40 16.39 0.00 0.00
18.861 10.95 11.12 20.75 0.00
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
22 6 1 10.40 10.30 16.39 0.00 0.00 0.790 0.008 1.100
Page 16

WLAScen3.out
18.861 10.95 11.12 20.75
23 6 2 10.30 10.20 16.39 0.00
18.861 10.95 11.12 20.75
24 6 3 10.20 10.10 16.39 0.00
18.861 10.95 11.12 20.75
25 6 4 10.10 10.00 16.39 0.00
18.861 10.95 11.12 20.75
26 6 5 10.00 9.90 16.39 0.00
18.861 10.95 11.12 20.75
27 7 1 9.90 9.80 16.39 0.00
18.861 10.95 11.12 20.75
28 7 2 9.80 9.70 16.39 0.00
18.861 10.95 11.12 20.75
29 7 3 9.70 9.60 16.39 0.00
18.861 10.95 11.12 20.75
30 7 4 9.60 9.50 16.39 0.00
18.861 10.95 11.12 20.75
31 7 5 9.50 9.40 16.39 0.00
18.861 10.95 11.12 20.75
32 7 6 9.40 9.30 16.39 0.00
18.861 10.95 11.12 20.75
33 7 7 9.30 9.20 16.39 0.00
18.861 10.95 11.12 20.75
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 2
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
ELE RCH ELE BEGIN END
BOTTOM
ORD NUM NUM LOC LOC
WIDTH VOLUME AREA
MILE MILE
FT K-FT-3 K-FT-2
POINT INCR
X-SECT DSPRSN
FLOW SRCE FLOW
AREA COEF
CFS CFS CFS
FT-2 FT-2/S
34 8 1 9.20 9.10 16.39 0.00
18.861 10.95 11.12 20.75
35 8 2 9.10 9.00 16.39 0.00
18.861 10.95 11.12 20.75
36 9 1 9.00 8.90 16.39
18.861 10.95 11.12
37 9 2 8.90 8.80 16.39
18.861 10.95 11.12
38 9 3 8.80 8.70 16.39
18.861 10.95 11.12
39 9 4 8.70 8.60 16.39
18.861 10.95 11.12
40 9 5 8.60 8.50 16.39
18.861 10.95 11.12
41 9 6 8.50 8.40 16.39
18.861 10.95 11.12
42 9 7 8.40 8.30 16.39
18.861 10.95 11.12
0.00
20.75
0.00
20.75
0.00
20.75
0.00
20.75
0.00
20.75
0.00
20.75
0.00
20.75
Page 17
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
s,s,*** STEADY STATE SIMULATION *****
** HYDRAULICS SUMMARY **
TRVL
VEL TIME DEPTH
FPS DAY
FT
0.00 0.790 0.008 1.100
0.00
0.00 0.790 0.008 1.100
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.008
0.008
0.008
0.008
0.008
0.008
0.008
1.100
1.100
1.100
1.100
1.100
1.100
1.100

43 9 8 8.30
18.861 10.95
44 9 9 8.20
18.861 10.95
45 9 10 8.10
18.861 10.95
46 10 1 8.00
18.861 10.95
47 11 1 7.90
18.861 10.95
48 11 2 7.80
18.861 10.95
49 11 3 7.70
18.861 10.95
50 11 4 7.60
18.861 10.95
51 11 5 7.50
19.344 11.24
52 11 6 7.40
19.344 11.24
53 11 7 7.30
19.344 11.24
54 11 8 7.20
19.344 11.24
55 11 9 7.10
19.344 11.24
56 11 10 7.00
19.344 11.24
57 11 11 6.90
19.344 11.24
58 11 12 6.80
19.344 11.24
59 11 13 6.70
19.344 11.24
60 11 14 6.60
19.344 11.24
61 11 15 6.50
19.344 11.24
62 12 1 6.40
19.344 11.24
63 12 2 6.30
19.344 11.24
64 12 3 6.20
19.344 11.24
65 12 4 6.10
19.344 11.24
66 12 5 6.00
19.344 11.24
67 12 6 5.90
19.344 11.24
68 12 7 5.80
19.344 11.24
69 12 8 5.70
19.344 11.24
wLAScen3.out
8.20 16.39 0.00 0.00 0.790 0.008 1.100
11.12 20.75 0.00
8.10 16.39 0.00 0.00 0.790 0.008 1.100
11.12 20.75 0.00
8.00 16.39 0.00 0.00 0.790 0.008 1.100
11.12 20.75 0.00
7.90 16.39 0.00 0.00 0.790 0.008 1.100
11.12 20.75 0.00
7.80 16.39
11.12
7.70 16.39
11.12
7.60 16.39
11.12
7.50 16.39
11.12
7.40 16.81
11.38
7.30 16.81
11.38
7.20 16.81
11.38
7.10 16.81
11.38
7.00 16.81
11.38
6.90 16.81
11.38
6.80 16.81
11.38
6.70 16.81
11.38
6.60 16.81
11.38
6.50 16.81
11.38
6.40 16.81
11.38
6.30 16.81
11.38
6.20 16.81
11.38
6.10 16.81
11.38
6.00 16.81
11.38
5.90 16.81
11.38
5.80 16.81
11.38
5.70 16.81
11.38
5.60 16.81
11.38
0.00 0.00
20.75 0.00
0.00 0.00
20.75 0.00
0.00 0.00
20.75 0.00
0.00 0.00
20.75 0.00
0.42 0.00
21.28 0.00
0.00 0.00
21.28 0.00
0.00 0.00
21.28 0.00
0.00 0.00
21.28 0.00
0.00 0.00
21.28 0.00
0.00 0.00
21.28 0.00
0.00 0.00
21.28 0.00
0.00 0.00
21.28 0.00
0.00 0.00
21.28 0.00
0.00 0.00
21.28 0.00
0.00 0.00
21.28 0.00
0.00 0.00
21.28 0.00
0.00 0.00
21.28 0.00
0.00 0.00
21.28 0.00
0.00 0.00
21.28 0.00
0.00 0.00
21.28 0.00
0.00 0.00
21.28 0.00
0.00 0.00
21.28 0.00
0.00 0.00
21.28 0.00
Page 18
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100

ORD NUM
WIDTH
WLAScen3.out
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 3
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
ELE RCH ELE BEGIN END
BOTTOM
NUM LOC LOC
VOLUME AREA
MILE MILE
FT K-FT-3 K-FT-2
70 13 1 5.60
19.344 11.24
71 13 2 5.50
19.344 11.24
72 13 3 5.40
19.344 11.24
73 13 4 5.30
19.344 11.24
74 13 5 5.20
19.344 11.24
75 13 6 5.10
19.344 11.24
76 13 7 5.00
19.344 11.24
77 13 8 4.90
19.344 11.24
78 13 9 4.80
19.344 11.24
79 13 10 4.70
19.344 11.24
80 13 11 4.60
19.344 11.24
81 14 1 4.50
19.344 11.24
82 14 2 4.40
19.344 11.24
83 14 3 4.30
19.344 11.24
84 14 4 4.20
19.344 11.24
85 14 5 4.10
19.344 11.24
86 14 6 4.00
19.344 11.24
87 14 7 3.90
19.344 11.24
88 14 8 3.80
19.344 11.24
89 14 9 3.70
19.344 11.24
90 14 10 3.60
19.344 11.24
91 14 11 3.50
19.344 11.24
92 14 12 3.40
19.344 11.24
POINT INCR
X-SECT DSPRSN
FLOW SRCE FLOW
AREA COEF
CFS CFS CFS
FT-2 FT-2/S
5.50 16.81
11.38
5.40 16.81
11.38
5.30 16.81
11.38
5.20 16.81
11.38
5.10 16.81
11.38
5.00 16.81
11.38
4.90 16.81
11.38
4.80 16.81
11.38
4.70 16.81
11.38
4.60 16.81
11.38
4.50 16.81
11.38
4.40 16.81
11.38
4.30 16.81
11.38
4.20 16.81
11.38
4.10 16.81
11.38
4.00 16.81
11.38
3.90 16.81
11.38
3.80 16.81
11.38
3.70 16.81
11.38
3.60 16.81
11.38
3.50 16.81
11.38
3.40 16.81
11.38
3.30 16.81
11.38
0.00
21.28
0.00
21.28
0.00
21.28
0.00
21.28
0.00
21.28
0.00
21.28
0.00
21.28
0.00
21.28
0.00
21.28
0.00
21.28
0.00
21.28
0.00
21.28
0.00
21.28
0.00
21.28
0.00
21.28
0.00
21.28
0.00
21.28
0.00
21.28
0.00
21.28
0.00
21.28
0.00
21.28
0.00
21.28
0.00
21.28
Page 19
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
s,s,*** STEADY STATE SIMULATION *****
** HYDRAULICS SUMMARY **
TRVL
VEL TIME DEPTH
FPS DAY FT
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100

ORD NUM
WIDTH
93 14
19.344
94 14
19.344
95 14
19.344
96 14
19.344
97 14
19.344
13
14
15
16
17
3.30
11.24
3.20
11.24
3.10
11.24
3.00
11.24
2.90
11.24
98 15 1 2.80
19.344 11.24
99 15 2 2.70
19.344 11.24
100 15 3 2.60
19.344 11.24
101 15 4 2.50
19.344 11.24
102 15 5 2.40
19.344 11.24
103 15 6 2.30
19.344 11.24
104 15 7 2.20
19.344 11.24
105 15 8 2.10
19.344 11.24
106 15 9 2.00
19.344 11.24
107 15 10 1.90
19.344 11.24
108 15 11 1.80
19.344 11.24
109 16
19.344
WLAScen3.out
3.20 16.81 0.00 0.00
11.38 21.28 0.00
3.10 16.81 0.00 0.00
11.38 21.28 0.00
3.00 16.81 0.00 0.00
11.38 21.28 0.00
2.90 16.81 0.00 0.00
11.38 21.28 0.00
2.80 16.81 0.00 0.00
11.38 21.28 0.00
2.70 16.81 0.00
11.38 21.28
2.60 16.81 0.00
11.38 21.28
2.50 16.81 0.00
11.38 21.28
2.40 16.81 0.00
11.38 21.28
2.30 16.81 0.00
11.38 21.28
2.20 16.81 0.00
11.38 21.28
2.10 16.81 0.00
11.38 21.28
2.00 16.81 0.00
11.38 21.28
1.90 16.81 0.00
11.38 21.28
1.80 16.81 0.00
11.38 21.28
1.70 16.81 0.00
11.38 21.28
1 1.70 1.60 16.81 0.00
11.24 11.38 21.28
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 4
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
ELE RCH ELE BEGIN END
BOTTOM
NUM LOC LOC
VOLUME AREA
MILE MILE
FT K-FT-3 K-FT-2
110 16
19.344
111 16
19.344
112 16
19.344
113 16
19.344
114 16
POINT INCR
X-SECT DSPRSN
FLOW SRCE FLOW
AREA COEF
CFS CFS CFS
FT-2 FT-2/S
2 1.60 1.50 16.81
11.24 11.38
3 1.50 1.40 16.81
11.24 11.38
4 1.40 1.30 16.81
11.24 11.38
5 1.30 1.20 16.81
11.24 11.38
6 1.20 1.10 16.81
0.00
21.28
0.00
21.28
0.00
21.28
0.00
21.28
0.00
Page 20
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
0.00 0.790 0.008 1.100
0.00
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
HYDRAULICS SUMMARY ;;•
TRVL
VEL TIME DEPTH
FPS DAY FT
0.790
0.790
0.790
0.790
0.790
0.008
0.008
0.008
0.008
0.008
1.100
1.100
1.100
1.100
1.100

19.344 11.24
115 16 7 1.10
19.344 11.24
116 16 8 1.00
20.552 11.94
117 16 9 0.90
20.552 11.94
118 16 10 0.80
20.552 11.94
119 16 11 0.70
20.552 11.94
120 16 12 0.60
20.552 11.94
121 16 13 0.50
20.552 11.94
122 16 14 0.40
20.552 11.94
123 16 15 0.30
20.552 11.94
124 16 16 0.20
20.552 11.94
125 16 17 0.10
20.552 11.94
11.38
1.00 16.81
11.38
0.90 17.86
12.01
0.80 17.86
12.01
0.70 17.86
12.01
0.60 17.86
12.01
0.50 17.86
12.01
0.40 17.86
12.01
0.30 17.86
12.01
0.20 17.86
12.01
0.10 17.86
12.01
0.00 17.86
12.01
wLAScen3.out
21.28 0.00
0.00
21.28
1.05
22.61
0.00
22.61
0.00
22.61
0.00
22.61
0.00
22.61
0.00
22.61
0.00
22.61
0.00
22.61
0.00
22.61
0.00
22.61
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 5
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
RCH ELE DO K2 OXYGN BOD BOD SOD
ORGP ORGP DISP COLI ANC ANC ANC
NUM NUM SAT OPT REAIR DECAY SETT RATE
DECAY SETT SRCE DECAY DECAY SETT SRCE
MG/L 1/DAY 1/DAY 1/DAY G/F2D
1/DAY 1/DAY MG/F2D 1/DAY 1/DAY 1/DAY MG/F2D
1 1 8.37 5
0.00 0.00 0.00
1 2 8.37 5
0.00 0.00 0.00
1 3 8.37 5
0.00 0.00 0.00
2 1 8.37 5
0.00 0.00 0.00
2 2 8.37 5
0.00 0.00 0.00
3 1 8.37 5
0.00 0.00 0.00
3 2 8.37 5
0.00 0.00 0.00
3 3 8.37 5
0.00 0.00 0.00
2.53
0.00
2.53
0.00
2.53
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.19
0.00
0.19
0.00
0.19
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.790
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
1.100
s,s,*** STEADY STATE SIMULATION *****
** REACTION COEFFICIENT SUMMARY **
ORGN
DECAY
1/DAY
0.12
0.12
0.12
ORGN
SETT
1/DAY
NH3
DECAY
1/DAY
0.28
0.28
0.28
NH3
SRCE
MG/F2D
0.00
0.00
0.00
NO2
DECAY
1/DAY
0.61
0.61
0.61
2.53 0.25 0.00 0.19 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.19 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00
2.53
0.00
2.53
0.00
2.53
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.18
0.00
0.18
0.00
0.18
0.00
Page 21
0.12
0.12
0.12
0.28
0.28
0.28
0.00
0.00
0.00
0.61
0.61
0.61

4 1 8.37 5
0.00 0.00 0.00
4 2 8.37 5
0.00 0.00 0.00
4 3 8.37 5
0.00 0.00 0.00
4 4 8.37 5
0.00 0.00 0.00
4 5 8.37 5
0.00 0.00 0.00
4 6 8.37 5
0.00 0.00 0.00
4 7 8.37 5
0.00 0.00 0.00
4 8 8.37 5
0.00 0.00 0.00
5 1 8.37 5
0.00 0.00 0.00
5 2 8.37 5
0.00 0.00 0.00
5 3 8.37 5
0.00 0.00 0.00
5 4 8.37 5
0.00 0.00 0.00
5 5 8.37 5
0.00 0.00 0.00
6 1 8.37 5
0.00 0.00 0.00
6 2 8.37 5
0.00 0.00 0.00
6 3 8.37 5
0.00 0.00 0.00
6 4 8.37 5
0.00 0.00 0.00
6 5 8.37 5
0.00 0.00 0.00
7 1 8.37 5
0.00 0.00 0.00
7 2 8.37 5
0.00 0.00 0.00
7 3 8.37 5
0.00 0.00 0.00
7 4 8.37 5
0.00 0.00 0.00
7 5 8.37 5
0.00 0.00 0.00
7 6 8.37 5
0.00 0.00 0.00
7 7 8.37 5
0.00 0.00 0.00
wLAScen3.out
2.53 0.25 0.00 0.17
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.17
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.17
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.17
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.17
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.17
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.17
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.17
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.15
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.15
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.15
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.15
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.15
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.14
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.14
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.14
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.14
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.14
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.13
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.13
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.13
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.13
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.13
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.13
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.13
0.00 0.00 0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 6
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
Page 22
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61

RCH ELE DO K2
ORGP ORGP DISP
NUM NUM SAT OPT
DECAY SETT SRCE
MG/L
1/DAY 1/DAY MG/F2D
8 1 8.37 5
0.00 0.00 0.00
8 2 8.37 5
0.00 0.00 0.00
9 1 8.37 5
0.00 0.00 0.00
9 2 8.37 5
0.00 0.00 0.00
9 3 8.37 5
0.00 0.00 0.00
9 4 8.37 5
0.00 0.00 0.00
9 5 8.37 5
0.00 0.00 0.00
9 6 8.37 5
0.00 0.00 0.00
9 7 8.37 5
0.00 0.00 0.00
9 8 8.37 5
0.00 0.00 0.00
9 9 8.37 5
0.00 0.00 0.00
9 10 8.37 5
0.00 0.00 0.00
10 1 8.37 5
0.00 0.00 0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
1 8.37 5
0.00 0.00
2 8.37 5
0.00 0.00
3 8.37 5
0.00 0.00
4 8.37 5
0.00 0.00
5 8.37 5
0.00 0.00
6 8.37 5
0.00 0.00
7 8.37 5
0.00 0.00
8 8.37 5
0.00 0.00
9 8.37 5
0.00 0.00
10 8.37 5
0.00 0.00
WLAScen3.out
s,s,*** STEADY STATE SIMULATION *****
** REACTION COEFFICIENT SUMMARY **
OXYGN BOD BOD SOD ORGN ORGN NH3 NH3 NO2
COLI ANC ANC ANC
REAIR DECAY SETT RATE DECAY SETT DECAY SRCE DECAY
DECAY DECAY SETT SRCE
1/DAY 1/DAY 1/DAY G/F2D 1/DAY 1/DAY 1/DAY MG/F2D 1/DAY
1/DAY 1/DAY 1/DAY MG/F2D
2.53 0.25 0.00 0.12 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.12 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.11
0.00
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
2.53 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
Page 23
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61

11 11 8.37 5
0.00 0.00 0.00
11 12 8.37 5
0.00 0.00 0.00
11 13 8.37 5
0.00 0.00 0.00
11 14 8.37 5
0.00 0.00 0.00
11 15 8.37 5
0.00 0.00 0.00
12
0.00
12
0.00
12
0.00
12
0.00
12
0.00
12
0.00
12
0.00
12
0.00
1 8.37 5
0.00 0.00
2 8.37 5
0.00 0.00
3 8.37 5
0.00 0.00
4 8.37 5
0.00 0.00
5 8.37 5
0.00 0.00
6 8.37 5
0.00 0.00
7 8.37 5
0.00 0.00
8 8.37 5
0.00 0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
wLAScen3.out
0.00 0.10
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 7
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
RCH ELE DO K2 OXYGN BOD BOD SOD
ORGP ORGP DISP COLI ANC ANC ANC
NUM NUM SAT OPT REAIR DECAY SETT RATE
DECAY SETT SRCE DECAY DECAY SETT SRCE
MG/L 1/DAY 1/DAY 1/DAY G/F2D
1/DAY 1/DAY MG/F2D 1/DAY 1/DAY 1/DAY MG/F2D
13
0.00
13
0.00
13
0.00
13
0.00
13
0.00
13
0.00
13
0.00
13
0.00
13
1 8.37 5
0.00 0.00
2 8.37 5
0.00 0.00
3 8.37 5
0.00 0.00
4 8.37 5
0.00 0.00
5 8.37 5
0.00 0.00
6 8.37 5
0.00 0.00
7 8.37 5
0.00 0.00
8 8.37 5
0.00 0.00
9 8.37 5
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
Page 24
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
▪ REACTION COEFFICIENT SUMMARY
ORGN
DECAY
1/DAY
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
ORGN
SETT
1/DAY
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.11
NH3
DECAY
1/DAY
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
NH3
SRCE
MG/F2D
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
NO2
DECAY
1/DAY
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61

0.00 0.00 0.00
13 10 8.37 5
0.00 0.00 0.00
13 11 8.37 5
0.00 0.00 0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
1 8.37 5
0.00 0.00
2 8.37 5
0.00 0.00
3 8.37 5
0.00 0.00
4 8.37 5
0.00 0.00
5 8.37 5
0.00 0.00
6 8.37 5
0.00 0.00
7 8.37 5
0.00 0.00
8 8.37 5
0.00 0.00
9 8.37 5
0.00 0.00
10 8.37 5
0.00 0.00
11 8.37 5
0.00 0.00
12 8.37 5
0.00 0.00
13 8.37 5
0.00 0.00
14 8.37 5
0.00 0.00
15 8.37 5
0.00 0.00
16 8.37 5
0.00 0.00
17 8.37 5
0.00 0.00
1 8.37 5
0.00 0.00
2 8.37 5
0.00 0.00
3 8.37 5
0.00 0.00
4 8.37 5
0.00 0.00
5 8.37 5
0.00 0.00
6 8.37 5
0.00 0.00
7 8.37 5
0.00 0.00
8 8.37 5
0.00 0.00
9 8.37 5
0.00 0.00
10 8.37 5
0.00 0.00
wLAScen3.out
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00
2.53 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
2.53
0.00
0.25
0.00
0.25
0.00
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0.00
0.25
0.00
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0.00
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0.00
0.25
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0.00
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0.00
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0.00
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0.00
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0.00
0.00
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0.10
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0.10
0.00
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0.10
0.00
0.10
0.00
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0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.10
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Page 25
0.12
0.12
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0.12
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0.11
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0.11
0.11
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0.11
0.11
0.11
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.28
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61
0.61

wLA5cen3.out
15 11 8.37 5 2.53 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 1 8.37 5 2.53 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 8
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
▪ REACTION COEFFICIENT SUMMARY
RCH ELE DO K2 OXYGN BOD BOD SOD ORGN ORGN NH3 NH3 NO2
ORGP ORGP DISP COLI ANC ANC ANC
NUM NUM SAT OPT REAIR DECAY SETT RATE DECAY SETT DECAY SRCE DECAY
DECAY SETT SRCE DECAY DECAY SETT SRCE
MG/L 1/DAY 1/DAY 1/DAY G/F2D 1/DAY 1/DAY 1/DAY MG/F2D 1/DAY
1/DAY 1/DAY MG/F2D 1/DAY 1/DAY 1/DAY MG/F2D
16 2 8.37 5 2.53 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 3 8.37 5 2.53 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 4 8.37 5 2.53 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 5 8.37 5 2.53 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 6 8.37 5 2.53 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 7 8.37 5 2.53 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 8 8.37 5 2.53 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 9 8.37 5 2.53 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 10 8.37 5 2.53 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 11 8.37 5 2.53 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 12 8.37 5 2.53 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 13 8.37 5 2.53 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 14 8.37 5 2.53 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 15 8.37 5 2.53 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 16 8.37 5 2.53 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 17 8.37 5 2.53 0.25 0.00 0.10 0.12 0.11 0.28 0.00 0.61
0.00 0.00 0.00 0.00 0.00 0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 9
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
Page 26

RCH ELE
NUM NUM TEMP
SUM-N ORGP DIS-P
DEG-F
MG/L MG/L MG/L
1 1 75.70
0.54 0.00 0.00
1 2 75.70
15.07 0.00 0.00
1 3 75.70
15.07 0.00 0.00
2 1 75.70
14.85 0.00 0.00
2 2 75.70
14.84 0.00 0.00
3 1 75.70
14.84 0.00 0.00
3 2 75.70
14.84 0.00 0.00
3 3 75.70
14.84 0.00 0.00
4 1
14.84
4 2
14.84
4 3
14.84
4 4
14.83
4 5
14.83
4 6
14.83
4 7
14.83
4 8
14.83
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
5 1 75.70
14.83 0.00 0.00
5 2 75.70
14.83 0.00 0.00
5 3 75.70
14.82 0.00 0.00
5 4 75.70
14.82 0.00 0.00
5 5 75.70
14.82 0.00 0.00
6 1 75.70
14.82 0.00 0.00
WLAScen3.out
CM-1 CM-2 CM-3
ANC
SUM-P COLI
MG/L #/100ML
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
** WATER QUALITY VARIABLES **
DO BOD ORGN NH3N NO2N NO3N
CHLA
MG/L MG/L MG/L MG/L MG/L MG/L
UG/L
0.00 6.65 2.00 0.33 0.07
0.00 0.00
0.00 6.93 11.91 1.73 0.96
0.00 0.00
0.00 6.88 11.88 1.72 0.96
0.00 0.00
0.00 6.82 11.71 1.70 0.95
0.00 0.00
0.00 6.77 11.69 1.70 0.95
0.00 0.00
0.00 6.73 11.66 1.69 0.95
0.00 0.00
0.00 6.68 11.64 1.69 0.95
0.00 0.00
0.00 6.63 11.62 1.69 0.94
0.00 0.00
0.00 6.59 11.60 1.69 0.94
0.00 0.00
0.00 6.55 11.57 1.68 0.94
0.00 0.00
0.00 6.51 11.55 1.68 0.94
0.00 0.00
0.00 6.47 11.53 1.68 0.94
0.00 0.00
0.00 6.43 11.51 1.67 0.94
0.00 0.00
0.00 6.40 11.48 1.67 0.94
0.00 0.00
0.00 6.36 11.46 1.67 0.94
0.00 0.00
0.00 6.32 11.44 1.66 0.94
0.00 0.00
0.00 6.29 11.42 1.66 0.94
0.00 0.00
0.00 6.26 11.39 1.66 0.94
0.00 0.00
0.00 6.23 11.37 1.66 0.94
0.00 0.00
0.00 6.20 11.35 1.65 0.94
0.00 0.00
0.00 6.17 11.33 1.65 0.94
0.00 0.00
0.01 0.13
0.02 12.36
0.02 12.36
0.02 12.17
0.03 12.17
0.03
0.03
0.03
0.03
0.04
0.04
0.04
0.04
0.04
0.05
0.05
0.05
0.05
0.05
0.05
0.06
12.17
12.17
12.17
12.17
12.17
12.18
12.18
12.18
12.18
12.18
12.18
12.18
12.18
12.18
12.18
12.18
0.00 6.15 11.30 1.65 0.94 0.06 12.18
0.00 0.00
Page 27

6 2 75.70
14.82 0.00 0.00
6 3 75.70
14.82 0.00 0.00
6 4 75.70
14.82 0.00 0.00
6 5 75.70
14.81 0.00 0.00
7 1
14.81
7 2
14.81
7 3
14.81
7 4
14.81
7 5
14.81
7 6
14.81
7 7
14.80
RCH ELE
0.00
0.00
0.00
0.00
0.00
0.00
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
WLAScen3.out
0.00 6.12 11.28
0.00 0.00
0.00 6.10 11.26
0.00 0.00
0.00 6.07 11.24
0.00 0.00
0.00 6.05 11.22
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.03
0.00
6.01
0.00
5.99
0.00
5.98
0.00
5.96
0.00
5.94
0.00
5.92
0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 10
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
NUM NUM TEMP
SUM-N ORGP DIS-P
DEG-F
MG/L MG/L MG/L
8 1 75.70
14.80 0.00 0.00
8 2 75.70
14.80 0.00 0.00
9 1
14.80
9 2
14.80
9 3
14.80
9 4
14.80
9 5
14.79
9 6
14.79
9 7
14.79
9 8
0.00
0.00
0.00
0.00
0.00
0.00
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
CM-1 CM-2 CM-3
ANC
SUM-P COLI
MG/L #/100ML
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00
11.19
11.17
11.15
11.13
11.11
11.08
11.06
1.64
1.64
1.64
1.63
1.63
1.63
1.63
1.62
1.62
1.62
1.61
0.94
0.94
0.94
0.94
0.94
0.94
0.93
0.93
0.93
0.93
0.93
0.06
0.06
0.06
0.06
0.07
0.07
0.07
0.07
0.07
0.07
0.08
12.18
12.18
12.18
12.18
12.18
12.18
12.18
12.18
12.18
12.18
12.18
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
DO BOD
CHLA
MG/L MG/L
UG/L
5.91 11.04
0.00
5.90 11.02
0.00
5.89
0.00
5.88
0.00
5.87
0.00
5.86
0.00
5.85
0.00
5.84
0.00
5.83
0.00
Page 28
WATER QUALITY VARIABLES ;;•
ORGN NH3N NO2N NO3N
MG/L MG/L MG/L MG/L
1.61 0.93 0.08 12.18
1.61 0.93 0.08 12.18
11.00 1.61 0.93 0.08 12.18
10.98 1.60 0.93 0.08 12.18
10.95 1.60 0.93 0.08 12.18
10.93 1.60 0.93 0.09 12.18
10.91 1.59 0.93 0.09 12.18
10.89 1.59 0.93 0.09 12.18
10.87 1.59 0.93 0.09 12.18
10.85 1.59 0.93 0.09 12.19

14.79 0.00 0.00
9 9 75.70
14.79 0.00 0.00
9 10 75.70
14.79 0.00 0.00
10 1 75.70
14.79 0.00 0.00
11 1
14.79
11 2
14.78
11 3
14.78
11 4
14.78
11 5
14.42
11 6
14.42
11 7
14.42
11 8
14.42
11 9
14.42
11 10
14.42
11 11
14.42
11 12
14.41
11 13
14.41
11 14
14.41
11 15
14.41
12 1
14.41
12 2
14.41
12 3
14.41
12 4
14.41
12 5
14.40
12 6
14.40
12 7
14.40
12 8
14.40
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
STREAM QUALITY SIMULATION
wLAScen3.out
0.00 0.00
0.00 5.82 10.83 1.58 0.93 0.09 12.19
0.00 0.00
0.00 5.81 10.80 1.58 0.93 0.10 12.19
0.00 0.00
0.00 5.80 10.78 1.58 0.93 0.10 12.19
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
5.80
0.00
5.79
0.00
5.79
0.00
5.78
0.00
5.80
0.00
5.80
0.00
5.80
0.00
5.79
0.00
5.79
0.00
5.78
0.00
5.78
0.00
5.78
0.00
5.77
0.00
5.77
0.00
5.77
0.00
5.76
0.00
5.76
0.00
5.76
0.00
5.76
0.00
5.75
0.00
5.75
0.00
5.75
0.00
5.75
0.00
Page 29
10.76
10.74
10.72
10.70
10.46
10.44
10.42
10.40
10.38
10.36
10.34
10.32
10.30
10.28
10.26
10.24
10.22
10.20
10.18
10.16
10.14
10.12
10.10
1.57
1.57
1.57
1.57
1.53
1.53
1.53
1.52
1.52
1.52
1.52
1.51
1.51
1.51
1.50
1.50
1.50
1.50
1.49
1.49
1.49
1.49
1.48
0.93
0.92
0.92
0.92
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.90
0.89
0.89
0.89
0.89
0.89
0.89
0.10
0.10
0.10
0.10
0.10
0.10
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.13
0.13
0.13
12.19
12.19
12.19
12.19
11.89
11.89
11.89
11.89
11.89
11.89
11.89
11.89
11.89
11.89
11.89
11.89
11.89
11.89
11.90
11.90
11.90
11.90
11.90

WLA5cen3.out
OUTPUT PAGE NUMBER 11
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
RCH ELE
NUM NUM TEMP
SUM-N ORGP DIS-P
DEG-F
MG/L MG/L MG/L
13 1 75.70
14.40 0.00 0.00
13 2 75.70
14.40 0.00 0.00
13 3 75.70
14.40 0.00 0.00
13 4 75.70
14.40 0.00 0.00
13 5 75.70
14.39 0.00 0.00
13 6 75.70
14.39 0.00 0.00
13 7 75.70
14.39 0.00 0.00
13 8 75.70
14.39 0.00 0.00
13 9 75.70
14.39 0.00 0.00
13 10 75.70
14.39 0.00 0.00
13 11 75.70
14.39 0.00 0.00
14 1
14.39
14 2
14.38
14 3
14.38
14 4
14.38
14 5
14.38
14 6
14.38
14 7
14.38
14 8
14.38
14 9
14.38
14 10
14.37
14 11
14.37
14 12
14.37
14 13
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
CM-1 CM-2 CM-3
ANC
SUM-P COLI
MG/L #/100ML
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
WATER QUALITY VARIABLES ;;•
DO BOD ORGN NH3N NO2N NO3N
CHLA
MG/L MG/L MG/L MG/L MG/L MG/L
UG/L
5.74 10.08 1.48 0.89 0.13 11.90
0.00
5.74 10.06 1.48 0.89 0.13 11.90
0.00
5.74 10.04 1.48 0.89 0.13 11.90
0.00
5.74 10.02 1.47 0.89 0.13 11.90
0.00
5.73 10.00 1.47 0.89 0.13 11.90
0.00
5.73 9.98 1.47 0.89 0.14 11.90
0.00
5.73 9.96 1.46 0.89 0.14 11.90
0.00
5.73 9.94 1.46 0.89 0.14 11.90
0.00
5.73 9.92 1.46 0.89 0.14 11.90
0.00
5.73 9.90 1.46 0.89 0.14 11.90
0.00
5.72 9.88 1.45 0.89 0.14 11.90
0.00
5.72
0.00
5.72
0.00
5.72
0.00
5.72
0.00
5.72
0.00
5.72
0.00
5.71
0.00
5.71
0.00
5.71
0.00
5.71
0.00
5.71
0.00
5.71
0.00
v Page 30
9.86 1.45 0.89 0.14 11.91
9.84 1.45 0.88 0.14 11.91
9.82 1.45 0.88 0.15 11.91
9.80 1.44 0.88 0.15 11.91
9.78 1.44 0.88 0.15 11.91
9.77 1.44 0.88 0.15 11.91
9.75 1.44 0.88 0.15 11.91
9.73 1.43 0.88 0.15 11.91
9.71 1.43 0.88 0.15 11.91
9.69 1.43 0.88 0.15 11.91
9.67 1.43 0.88 0.16 11.91
9.65 1.42 0.88 0.16 11.91
9.63 1.42 0.88 0.16 11.91

14.37 0.00 0.00
14 14 75.70
14.37 0.00 0.00
14 15 75.70
14.37 0.00 0.00
14 16 75.70
14.37 0.00 0.00
14 17 75.70
14.37 0.00 0.00
15 1
14.36
15 2
14.36
15 3
14.36
15 4
14.36
15 5
14.36
15 6
14.36
15 7
14.36
15 8
14.36
15 9
14.36
15 10
14.35
15 11
14.35
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
16 1 75.70
14.35 0.00 0.00
RCH ELE
WLAScen3.out
0.00.00E+00 0.00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00
5.71 9.61
0.00
5.71 9.59
0.00
5.71 9.57
0.00
5.71 9.56
0.00
5.70
0.00
5.70
0.00
5.70
0.00
5.70
0.00
5.70
0.00
5.70
0.00
5.70
0.00
5.70
0.00
5.70
0.00
5.70
0.00
5.70
0.00
9.54
9.52
9.50
9.48
9.46
9.44
9.43
9.41
9.39
9.37
9.35
1.42
1.42
1.41
1.41
1.41
1.41
1.40
1.40
1.40
1.40
1.39
1.39
1.39
1.39
1.38
0.88
0.88
0.88
0.88
0.88
0.88
0.87
0.87
0.87
0.87
0.87
0.87
0.87
0.87
0.87
0.16
0.16
0.16
0.16
0.16
0.16
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
0.17
11.91
11.92
11.92
11.92
11.92
11.92
11.92
11.92
11.92
11.92
11.92
11.92
11.92
11.92
11.93
0.00 5.70 9.33 1.38 0.87 0.18 11.93
0.00.00E+00 0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 12
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
NUM NUM TEMP
SUM-N ORGP DIS-P
DEG-F
MG/L MG/L MG/L
16 2 75.70
14.35 0.00 0.00
16 3 75.70
14.35 0.00 0.00
16 4 75.70
14.35 0.00 0.00
16 5 75.70
14.35 0.00 0.00
16 6 75.70
14.35 0.00 0.00
CM-1 CM-2 CM-3
ANC
SUM-P COLI
MG/L #/100ML
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
s,s,*** STEADY STATE SIMULATION *****
** WATER QUALITY VARIABLES **
DO BOD ORGN NH3N NO2N NO3N
CHLA
MG/L MG/L MG/L MG/L MG/L MG/L
UG/L
5.70
0.00
5.70
0.00
5.70
0.00
5.70
0.00
5.70
0.00
Page 31
9.31
9.30
9.28
9.26
9.24
1.38
1.38
1.37
1.37
1.37
0.87
0.87
0.87
0.87
0.87
0.18
0.18
0.18
0.18
0.18
11.93
11.93
11.93
11.93
11.93

16 7
14.34
16 8
13.53
16 9
13.53
16 10
13.53
16 11
13.53
16 12
13.53
16 13
13.53
16 14
13.53
16 15
13.52
16 16
13.52
16 17
13.52
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
wLAScen3.out
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
5.70
0.00
5.76
0.00
5.77
0.00
5.77
0.00
5.77
0.00
5.77
0.00
5.77
0.00
5.77
0.00
5.77
0.00
5.77
0.00
5.77
0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 13
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
DISSOLVED OXYGEN MASS
ELE RCH ELE
ORD NUM NUM TEMP
NET
DEG-F
C-BOD SOD P-R
1 1
- 0.51
2 1
- 3.03
3 1
- 3.02
1 75.70
-6.14 0.00
2 75.70
- 6.14 0.00
3 75.70
- 6.14 0.00
BALANCE
DO
SAT
(MG/L-DAY)
DO
DO DEF
MG/L MG/L MG/L
NH3-N NO2-N
8.37
- 0.07
8.37
- 0.93
8.37
- 0.93
6.65
- 0.01
6.93
- 0.01
6.88
- 0.02
1.73
1.44
1.50
4 2 1 75.70 8.37 6.82 1.55
- 2.98 -5.97 0.00 -0.91 -0.02
5 2 2 75.70 8.37 6.77 1.60
- 2.97 -5.97 0.00 -0.91 -0.02
6 3 1 75.70
- 2.97 -5.77 0.00
7 3 2 75.70
- 2.96 -5.77 0.00
8 3 3 75.70
- 2.96 -5.77 0.00
8.37
- 0.91
8.37
- 0.91
8.37
- 0.91
6.73
- 0.02
6.68
- 0.02
6.63
- 0.02
1.65
1.70
1.74
Page 32
9.22
8.78
8.77
8.75
8.73
8.71
8.70
8.68
8.66
8.65
8.63
1.37
1.30
1.30
1.30
1.30
1.29
1.29
1.29
1.29
1.28
1.28
0.87
0.82
0.82
0.82
0.82
0.82
0.82
0.82
0.81
0.81
0.81
0.18
0.17
0.17
0.17
0.18
0.18
0.18
0.18
0.18
0.18
0.18
11.93
11.24
11.24
11.24
11.24
11.24
11.24
11.24
11.24
11.25
11.25
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
DISSOLVED OXYGEN DATA
COMPONENTS OF
DAM NIT
INPUT INHIB
MG/L FACT
0.00
0.00
0.00
1.00
1.00
1.00
0.00 1.00
0.00 1.00
0.00
0.00
0.00
1.00
1.00
1.00
F-FNCTN OXYGN
INPUT REAIR
879.05 4.37
867.34 3.65
0.00 3.79
13.41 3.92
0.00 4.05
0.00
0.00
0.00
4.17
4.29
4.40

9 4 1 75.70 8.37
- 2.95 -5.36 0.00 -0.91
10 4 2 75.70 8.37
- 2.94 -5.36 0.00 -0.91
11 4 3 75.70 8.37
- 2.94 -5.36 0.00 -0.91
12 4 4 75.70 8.37
- 2.93 -5.36 0.00 -0.91
13 4 5 75.70 8.37
- 2.93 -5.36 0.00 -0.91
14 4 6 75.70 8.37
- 2.92 -5.36 0.00 -0.91
15 4 7 75.70 8.37
- 2.92 -5.36 0.00 -0.91
16 4 8 75.70 8.37
- 2.91 -5.36 0.00 -0.91
17 5 1 75.70
- 2.90 -4.90 0.00
18 5 2 75.70
- 2.90 -4.90 0.00
19 5 3 75.70
- 2.89 -4.90 0.00
20 5 4 75.70
- 2.89 -4.90 0.00
21 5 5 75.70
- 2.88 -4.90 0.00
22 6 1 75.70
- 2.88 -4.57 0.00
23 6 2 75.70
- 2.87 -4.57 0.00
24 6 3 75.70
- 2.86 -4.57 0.00
25 6 4 75.70
- 2.86 -4.57 0.00
26 6 5 75.70
- 2.85 -4.57 0.00
27 7 1 75.70
- 2.85 -4.12 0.00
28 7 2 75.70
- 2.84 -4.12 0.00
29 7 3 75.70
- 2.84 -4.12 0.00
30 7 4 75.70
- 2.83 -4.12 0.00
31 7 5 75.70
- 2.83 -4.12 0.00
32 7 6 75.70
- 2.82 -4.12 0.00
33 7 7 75.70
- 2.81 -4.12 0.00
8.37
- 0.91
8.37
- 0.91
8.37
- 0.91
8.37
- 0.91
8.37
- 0.91
8.37
- 0.91
8.37
- 0.90
8.37
- 0.90
8.37
- 0.90
8.37
- 0.90
8.37
- 0.90
8.37
- 0.90
8.37
- 0.90
8.37
- 0.90
8.37
- 0.90
8.37
- 0.90
8.37
- 0.90
wLAScen3.out
6.59 1.78 0.00
- 0.02
6.55 1.82
- 0.02
6.51 1.86
- 0.03
6.47 1.90
- 0.03
6.43 1.94
- 0.03
6.40 1.98
- 0.03
6.36 2.02
- 0.03
6.32 2.05
- 0.03
6.29
- 0.03
6.26
- 0.04
6.23
- 0.04
6.20
- 0.04
6.17
- 0.04
6.15
- 0.04
6.12
- 0.04
6.10
- 0.04
6.07
- 0.04
6.05
- 0.04
6.03
- 0.05
6.01
- 0.05
5.99
- 0.05
5.98
- 0.05
5.96
- 0.05
5.94
- 0.05
5.92
- 0.05
1.00 0.00 4.51
0.00 1.00 0.00 4.61
0.00 1.00 0.00 4.71
0.00 1.00 0.00 4.81
0.00 1.00 0.00 4.91
0.00 1.00 0.00 5.00
0.00 1.00 0.00 5.10
0.00 1.00 0.00 5.19
2.08 0.00 1.00 0.00 5.27
2.11 0.00 1.00 0.00 5.34
2.14 0.00 1.00 0.00 5.42
2.17 0.00 1.00 0.00 5.49
2.20 0.00 1.00 0.00 5.57
2.23 0.00 1.00 0.00 5.63
2.25 0.00 1.00 0.00 5.69
2.28 0.00 1.00 0.00 5.76
2.30 0.00 1.00 0.00 5.82
2.32 0.00 1.00 0.00 5.88
2.34 0.00 1.00 0.00 5.93
2.36 0.00 1.00 0.00 5.97
2.38 0.00 1.00 0.00 6.02
2.40 0.00 1.00 0.00 6.06
2.42 0.00 1.00 0.00 6.11
2.43 0.00 1.00 0.00 6.15
2.45 0.00 1.00 0.00 6.19
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 14
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
Page 33

wLAScen3.out
***** STEADY STATE SIMULATION *****
** DISSOLVED OXYGEN DATA **
COMPONENTS OF
DISSOLVED OXYGEN MASS BALANCE (MG/L-DAY)
ELE RCH ELE DO DO DAM NIT
ORD NUM NUM TEMP SAT DO DEF INPUT INHIB F-FNCTN OXYGN
NET
DEG-F MG/L MG/L MG/L MG/L FACT INPUT REAIR
C-BOD SOD P-R NH3-N NO2-N
34 8 1 75.70 8.37 5.91 2.46 0.00 1.00 0.00 6.23
- 2.81 -3.83 0.00 -0.90 -0.05
35 8 2 75.70 8.37 5.90 2.48 0.00 1.00 0.00 6.26
- 2.80 -3.83 0.00 -0.90 -0.06
36 9 1 75.70 8.37 5.89 2.49 0.00 1.00
- 2.80 -3.42 0.00 -0.90 -0.06
37 9 2 75.70 8.37 5.88 2.50 0.00 1.00
- 2.79 -3.42 0.00 -0.90 -0.06
38 9 3 75.70 8.37 5.87 2.51 0.00 1.00
- 2.79 -3.42 0.00 -0.90 -0.06
39 9 4 75.70 8.37 5.86 2.52 0.00 1.00
- 2.78 -3.42 0.00 -0.90 -0.06
40 9 5 75.70 8.37 5.85 2.53 0.00 1.00
- 2.78 -3.42 0.00 -0.90 -0.06
41 9 6 75.70 8.37 5.84 2.53 0.00 1.00
- 2.77 -3.42 0.00 -0.90 -0.06
42 9 7 75.70 8.37 5.83 2.54 0.00 1.00
- 2.76 -3.42 0.00 -0.90 -0.06
43 9 8 75.70 8.37 5.82 2.55 0.00 1.00
- 2.76 -3.42 0.00 -0.90 -0.06
44 9 9 75.70 8.37 5.82 2.56 0.00 1.00
- 2.75 -3.42 0.00 -0.89 -0.07
45 9 10 75.70 8.37 5.81 2.57 0.00 1.00
- 2.75 -3.42 0.00 -0.89 -0.07
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.29
6.31
6.34
6.36
6.38
6.41
6.43
6.45
6.47
6.49
46 10 1 75.70 8.37 5.80 2.57 0.00 1.00 0.00 6.50
- 2.74 -3.09 0.00 -0.89 -0.07
47 11 1 75.70 8.37 5.80 2.58 0.00 1.00
- 2.74 -3.09 0.00 -0.89 -0.07
48 11 2 75.70 8.37 5.79 2.58 0.00 1.00
- 2.73 -3.09 0.00 -0.89 -0.07
49 11 3 75.70 8.37 5.79 2.59 0.00 1.00
- 2.73 -3.09 0.00 -0.89 -0.07
50 11 4 75.70 8.37 5.78 2.59 0.00 1.00
- 2.72 -3.09 0.00 -0.89 -0.07
51 11 5 75.70 8.37 5.80 2.57 0.00 1.00
- 2.66 -3.09 0.00 -0.87 -0.07
52 11 6 75.70 8.37 5.80 2.57 0.00 1.00
- 2.66 -3.09 0.00 -0.87 -0.07
53 11 7 75.70 8.37 5.80 2.58 0.00 1.00
- 2.65 -3.09 0.00 -0.87 -0.07
54 11 8 75.70 8.37 5.79 2.58 0.00 1.00
- 2.65 -3.09 0.00 -0.87 -0.07
55 11 9 75.70 8.37 5.79 2.59 0.00 1.00
- 2.64 -3.09 0.00 -0.87 -0.08
56 11 10 75.70 8.37 5.78 2.59 0.00 1.00
Page 34
0.00
0.00
0.00
0.00
21.96
0.00
0.00
0.00
0.00
0.00
6.52
6.53
6.54
6.55
6.50
6.51
6.52
6.53
6.54
6.55

- 2.64 -3.09 0.00 -0.87
57 11 11 75.70 8.37
- 2.63 -3.09 0.00 -0.87
58 11 12 75.70 8.37
- 2.62 -3.09 0.00 -0.87
59 11 13 75.70 8.37
- 2.62 -3.09 0.00 -0.87
60 11 14 75.70 8.37
- 2.61 -3.09 0.00 -0.87
61 11 15 75.70 8.37
- 2.61 -3.09 0.00 -0.87
62 12
- 2.60
63 12
- 2.60
64 12
- 2.59
65 12
- 2.59
66 12
- 2.58
67 12
- 2.58
68 12
- 2.57
69 12
- 2.57
1
- 3.09
2
- 3.09
3
- 3.09
4
- 3.09
5
- 3.09
6
- 3.09
7
- 3.09
8
- 3.09
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
75.70
0.00
8.37
- 0.86
8.37
- 0.86
8.37
- 0.86
8.37
- 0.86
8.37
- 0.86
8.37
- 0.86
8.37
- 0.86
8.37
- 0.86
wLAScen3.out
- 0.08
5.78 2.59 0.00
- 0.08
5.78 2.60 0.00
- 0.08
5.77 2.60 0.00
- 0.08
5.77 2.60 0.00
- 0.08
5.77 2.61 0.00
- 0.08
5.76
- 0.08
5.76
- 0.08
5.76
- 0.08
5.76
- 0.09
5.75
- 0.09
5.75
- 0.09
5.75
- 0.09
5.75
- 0.09
2.61
2.61
2.62
2.62
2.62
2.62
2.63
2.63
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 15
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
DISSOLVED OXYGEN MASS BALANCE (MG/L-DAY)
ELE RCH ELE DO DO
ORD NUM NUM TEMP SAT DO DEF
NET
DEG-F MG/L MG/L MG/L
C-BOD SOD P-R NH3-N NO2-N
70 13 1 75.70 8.37 5.74
- 2.56 -3.09 0.00 -0.86 -0.09
71 13 2 75.70 8.37 5.74
- 2.56 -3.09 0.00 -0.86 -0.09
72 13 3 75.70 8.37 5.74
- 2.55 -3.09 0.00 -0.86 -0.09
73 13 4 75.70 8.37 5.74
- 2.55 -3.09 0.00 -0.86 -0.09
74 13 5 75.70 8.37 5.73
- 2.54 -3.09 0.00 -0.86 -0.09
75 13 6 75.70 8.37 5.73
- 2.54 -3.09 0.00 -0.86 -0.09
76 13 7 75.70 8.37 5.73
- 2.53 -3.09 0.00 -0.86 -0.10
77 13 8 75.70 8.37 5.73
2.63
2.63
2.64
2.64
2.64
2.64
2.64
2.65
Page 35
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.56
6.57
6.57
6.58
6.59
6.60
6.61
6.61
6.62
6.63
6.63
6.64
6.65
....*** STEADY STATE SIMULATION *****
..... ..........
** DISSOLVED OXYGEN DATA **
COMPONENTS OF
DAM NIT
INPUT INHIB
MG/L FACT
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
F-FNCTN OXYGN
INPUT REAIR
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.65
6.66
6.66
6.67
6.67
6.68
6.68
6.69

- 2.53 -3.09 0.00
78 13 9 75.70
- 2.52 -3.09 0.00
79 13 10 75.70
- 2.52 -3.09 0.00
80 13 11 75.70
- 2.51 -3.09 0.00
81 14 1 75.70
- 2.51 -3.09 0.00
82 14 2 75.70
- 2.50 -3.09 0.00
83 14 3 75.70
- 2.50 -3.09 0.00
84 14 4 75.70
- 2.49 -3.09 0.00
85 14 5 75.70
- 2.49 -3.09 0.00
86 14 6 75.70
- 2.48 -3.09 0.00
87 14 7 75.70
- 2.48 -3.09 0.00
88 14 8 75.70
- 2.47 -3.09 0.00
89 14 9 75.70
- 2.47 -3.09 0.00
90 14 10 75.70
- 2.46 -3.09 0.00
91 14 11 75.70
- 2.46 -3.09 0.00
92 14 12 75.70
- 2.46 -3.09 0.00
93 14 13 75.70
- 2.45 -3.09 0.00
94 14 14 75.70
- 2.45 -3.09 0.00
95 14 15 75.70
- 2.44 -3.09 0.00
96 14 16 75.70
- 2.44 -3.09 0.00
97 14 17 75.70
- 2.43 -3.09 0.00
98 15 1 75.70
- 2.43 -3.09 0.00
99 15 2 75.70
- 2.42 -3.09 0.00
100 15 3 75.70
-2.42 -3.09 0.00
101 15 4 75.70
- 2.41 -3.09 0.00
102 15 5 75.70
- 2.41 -3.09 0.00
103 15 6 75.70
- 2.40 -3.09 0.00
104 15 7 75.70
- 2.40 -3.09 0.00
105 15 8 75.70
- 2.39 -3.09 0.00
106 15 9 75.70
- 2.39 -3.09 0.00
wLAScen3.out
- 0.86 -0.10
8.37 5.73 2.65 0.00 1.00 0.00 6.69
- 0.86 -0.10
8.37 5.73 2.65 0.00 1.00 0.00 6.70
- 0.86 -0.10
8.37 5.72 2.65 0.00 1.00 0.00 6.70
- 0.86 -0.10
8.37
- 0.85
8.37
- 0.85
8.37
- 0.85
8.37
- 0.85
8.37
- 0.85
8.37
- 0.85
8.37
- 0.85
8.37
- 0.85
8.37
- 0.85
8.37
- 0.85
8.37
- 0.85
8.37
- 0.85
8.37
- 0.85
8.37
- 0.85
8.37
- 0.85
8.37
- 0.85
8.37
- 0.85
8.37
- 0.85
8.37
- 0.84
8.37
- 0.84
8.37
- 0.84
8.37
- 0.84
8.37
- 0.84
8.37
- 0.84
8.37
- 0.84
8.37
- 0.84
5.72
- 0.10
5.72
- 0.10
5.72
- 0.10
5.72
- 0.10
5.72
- 0.10
5.72
- 0.10
5.71
- 0.10
5.71
- 0.11
5.71
- 0.11
5.71
- 0.11
5.71
- 0.11
5.71
- 0.11
5.71
- 0.11
5.71
- 0.11
5.71
- 0.11
5.71
- 0.11
5.71
- 0.11
5.70
- 0.11
5.70
- 0.11
5.70
- 0.12
5.70
- 0.12
5.70
- 0.12
5.70
- 0.12
5.70
- 0.12
5.70
- 0.12
5.70
- 0.12
2.65 0.00 1.00 0.00 6.71
2.65 0.00 1.00 0.00 6.71
2.66 0.00 1.00 0.00 6.71
2.66 0.00 1.00 0.00 6.72
2.66 0.00 1.00 0.00 6.72
2.66 0.00 1.00 0.00 6.72
2.66 0.00 1.00 0.00 6.73
2.66 0.00 1.00 0.00 6.73
2.66 0.00 1.00 0.00 6.73
2.66 0.00 1.00 0.00 6.73
2.66 0.00 1.00 0.00 6.74
2.67 0.00 1.00 0.00 6.74
2.67 0.00 1.00 0.00 6.74
2.67 0.00 1.00 0.00 6.74
2.67 0.00 1.00 0.00 6.74
2.67 0.00 1.00 0.00 6.75
2.67 0.00 1.00 0.00 6.75
2.67
2.67
2.67
2.67
2.67
2.67
2.67
2.67
2.67
Page 36
0.00 1.00 0.00 6.75
0.00 1.00 0.00 6.75
0.00 1.00 0.00 6.75
0.00 1.00 0.00 6.75
0.00 1.00 0.00 6.75
0.00 1.00 0.00 6.76
0.00 1.00 0.00 6.76
0.00 1.00 0.00 6.76
0.00 1.00 0.00 6.76

wLAScen3.out
107 15 10 75.70 8.37 5.70 2.67 0.00 1.00
- 2.38 -3.09 0.00 -0.84 -0.12
108 15 11 75.70 8.37 5.70 2.67 0.00 1.00
- 2.38 -3.09 0.00 -0.84 -0.12
109 16 1 75.70 8.37 5.70 2.67 0.00 1.00
- 2.37 -3.09 0.00 -0.84 -0.12
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 16
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
DISSOLVED OXYGEN
ELE RCH ELE
ORD NUM NUM
C-BOD
110 16
- 2.37
111 16
- 2.37
112 16
- 2.36
113 16
- 2.36
114 16
- 2.35
115 16
-2.35
116 16
- 2.23
117 16
- 2.23
118 16
- 2.23
119 16
- 2.22
120 16
- 2.22
121 16
- 2.21
122 16
- 2.21
123 16
- 2.20
124 16
- 2.20
125 16
- 2.20
MASS BALANCE
DO
TEMP SAT
NET
DEG-F
SOD P-R
2 75.70
- 3.09 0.00
3 75.70
- 3.09 0.00
4 75.70
- 3.09 0.00
5 75.70
- 3.09 0.00
6 75.70
- 3.09 0.00
7 75.70
- 3.09 0.00
8 75.70
- 3.09 0.00
9 75.70
- 3.09 0.00
10 75.70
- 3.09 0.00
11 75.70
- 3.09 0.00
12 75.70
- 3.09 0.00
13 75.70
- 3.09 0.00
14 75.70
- 3.09 0.00
15 75.70
- 3.09 0.00
16 75.70
- 3.09 0.00
17 75.70
- 3.09 0.00
(MG/L-DAY)
DO
DO DEF
MG/L MG/L MG/L
NH3-N NO2-N
8.37
- 0.84
8.37
- 0.84
8.37
- 0.84
8.37
- 0.84
8.37
- 0.84
8.37
- 0.84
8.37
- 0.79
8.37
- 0.79
8.37
- 0.79
8.37
- 0.79
8.37
- 0.79
8.37
- 0.79
8.37
- 0.79
8.37
- 0.79
8.37
- 0.79
8.37
- 0.79
5.70
- 0.12
5.70
- 0.12
5.70
- 0.12
5.70
- 0.12
5.70
- 0.13
5.70
- 0.13
5.76
- 0.12
5.77
- 0.12
5.77
-0.12
5.77
- 0.12
5.77
- 0.12
5.77
- 0.12
5.77
- 0.12
5.77
- 0.12
5.77
- 0.13
5.77
- 0.13
0.00 6.76
0.00 6.76
0.00 6.76
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
DISSOLVED OXYGEN DATA
COMPONENTS OF
DAM NIT
INPUT INHIB F-FNCTN OXYGN
MG/L FACT INPUT REAIR
2.67 0.00 1.00 0.00 6.76
2.67 0.00 1.00 0.00 6.76
2.67 0.00 1.00 0.00 6.76
2.67 0.00 1.00 0.00 6.76
2.67 0.00 1.00 0.00 6.76
2.67 0.00 1.00 0.00 6.76
2.61 0.00 1.00 51.68 6.60
2.61 0.00 1.00 0.00 6.60
2.61 0.00 1.00 0.00 6.60
2.61 0.00 1.00 0.00 6.60
2.61 0.00 1.00 0.00 6.59
2.61 0.00 1.00 0.00 6.59
2.61 0.00 1.00 0.00 6.59
2.61 0.00 1.00 0.00 6.59
2.61 0.00 1.00 0.00 6.59
2.61 0.00 1.00 0.00 6.59
Page 37

High Point Westside WLA Analysis November 2, 2012
ATTACHMENT D. QUAL2E Model Input and Output for Scenario 4
TETRATECH
14

WLAScen4.inp
TITLE01 Scenario 4 - Restored channel; Winter Critical Conditions
TITLE02
mgd
TITLE03 NO
TITLE04 NO
TITLE05 NO
TITLE06 NO
TITLE07 YES
TITLE08 NO
TITLE09 NO
TITLE10
TITLE11 YES
TITLE12
TITLE13 YES
TITLE14 NO
TITLE15 NO
ENDTITLE
LIST DATA INPUT
WRITE OPTIONAL SUMMARY
NO FLOW AUGMENTATION
STEADY STATE
NO TRAPEZOIDAL CHANNELS
PRINT SOLAR/LCD DATA
PLOT DO/BOD
FIXED DNSTRM CONC (YES=1)
INPUT METRIC (YES=1)
NUMBER OF REACHES
NUM OF HEADWATERS
TIME STEP (HOURS)
MAXIMUM SSTATE ITERATIONS
LATITUDE OF BASIN (DEG)
STANDARD MERIDIAN (DEG)
EVAP. COEFF. (AE)
ELEV OF BASIN (ELEV)
ENDATA1
O UPTAKE BY NH3 OXID(MG 0/MG N) 3.43
O PROD BY ALGAE (MG 0/MG A) 1.6
N CONTENT OF ALGAE (MG N/MG A) 0.085
ALG MAX SPEC GROTH RATE(1/DAY) 2
N HALF SATURATION CONST (MG/L) 0.2
LIN ALG SHADE CO (1/H-UGCHA/L) 0.0027
LIGHT FUNCTION OPTION (LFNOPT) 1
DAILY AVERAGING OPTION (LAVOPT) 1
NUMBER OF DAYLIGHT HOURS (NDLH) 11.2
ALGY GROWTH CALC OPTION (LGROPT) 1
ALG/TEMP SOLR RAD FACTOR (TFACT) 0.45
ENDATA1A
ENDATA1B
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
STREAM REACH
Rich Fork Creek from WWTP to mouth; High Pt discharge Q = 10.0
CONSERVATIVE MINERAL I
CONSERVATIVE MINERAL II
CONSERVATIVE MINERAL III
TEMPERATURE
BIOCHEMICAL OXYGEN DEMAND
ALGAE AS CHL-A IN UG/L
PHOSPHORUS CYCLE AS P IN MG/L
(ORGANIC-P; DISSOLVED-P)
NITROGEN CYCLE AS N IN MG/L
(ORGANIC-N; AMMONIA-N; NITRITE-N, NITRATE-N)
DISSOLVED OXYGEN IN MG/L
FECAL COLIFORMS IN NO./100 ML
ARBITRARY NON -CONSERVATIVE
0
0
16
1
1
30
35
75
0.00103
680
1 WWTP to 109 pool
2 through 109 pool
3 to Bedrock Knoll
4 to MS Rd
5 to confluence
6 to breakpoint
7 to ball road
8 through ball pool
9 to Kanoy Road
10 through kanoy pool
11 to shuler road
12 to utility easement
13 to below evans road
14 to below business 85
5D-ULT BOD CONV K COEF
OUTPUT METRIC (YES=1)
NUMBER OF JUNCTIONS
NUMBER OF POINT LOADS
LNTH COMP ELEMENT (DX)
TIME INC. FOR RPT2 (HRS)
LONGITIUDE OF BASIN (DEG)
DAY OF YEAR START TIME
EVAP COEF. (BE)
DUST ATTENUATION COEF.
0
0
4
0.1
1
80
248
0.0000094
0.06
O UPTAKE BY NO3 OXID(MG 0/MG N)
O UPTAKE BY ALGAE (MG 0/MG A)
P CONTENT OF ALGAE (MG N/MG A)
ALGAE RESPIRATION RATE (1/DAY)
P HALF SATURATION CONST (MG/L)
NLIN SHADE (1/H-(UGCHA/L)'`'`2/3)
LIGHT SATURATION COEF (INT/MIN)
LIGHT AVERAGING FACTOR (AFACT)
TOTAL DAILY SOLAR RADTN (INT)
ALGAL PREF FOR NH3-N (PREFN)
NITRIFICATION INHIBITION COEF
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
FROM
Page 1
12.5 TO
12.2 TO
12.0 TO
11.7 TO
10.9 TO
10.4 TO
9.9 TO
9.2 TO
9.0 TO
8.0 TO
7.9 TO
6.4 TO
5.6 TO
4.5 TO
1.14
1.9
0.013
0.1
0.04
0.0165
0.03
0.92
400
0.5
10
12.2
12.0
11.7
10.9
10.4
9.9
9.2
9.0
8.0
7.9
6.4
5.6
4.5
2.8

WLAScen4.inp
STREAM REACH 15 to below old hwy 29 FROM 2.8 TO 1.7
STREAM REACH 16 to mouth FROM 1.7 TO 0
ENDATA2
ENDATA3
FLAG FIELD RCH= 1 3 1 6 2
FLAG FIELD RCH= 2 2 6 2
FLAG FIELD RCH= 3 3 2 2 2
FLAG FIELD RCH= 4 8 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 5 5 2 2 2 2 2
FLAG FIELD RCH= 6 5 2 2 2 2 2
FLAG FIELD RCH= 7 7 2 2 2 2 2 2 2
FLAG FIELD RCH= 8 2 2 2
FLAG FIELD RCH= 9 10 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 10 1 2
FLAG FIELD RCH= 11 15 2 2 2 2 6 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 12 8 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 13 11 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 14 17 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 15 11 2 2 2 2 2 2 2 2 2 2 2
FLAG FIELD RCH= 16 17 2 2 2 2 2 2 2 6 2 2 2 2 2 2 2 2 5
ENDATA4
HYDRAULCS RCH= 1 0.810 0 1.13 0 0.025
HYDRAULCS RCH= 2 0.810 0 1.13 0 0.025
HYDRAULCS RCH= 3 0.810 0 1.13 0 0.025
HYDRAULCS RCH= 4 0.810 0 1.13 0 0.025
HYDRAULCS RCH= 5 0.810 0 1.13 0 0.025
HYDRAULCS RCH= 6 0.810 0 1.13 0 0.025
HYDRAULCS RCH= 7 0.810 0 1.13 0 0.025
HYDRAULCS RCH= 8 0.810 0 1.13 0 0.025
HYDRAULCS RCH= 9 0.810 0 1.13 0 0.025
HYDRAULCS RCH= 10 0.810 0 1.13 0 0.025
HYDRAULCS RCH= 11 0.810 0 1.13 0 0.025
HYDRAULCS RCH= 12 0.810 0 1.13 0 0.025
HYDRAULCS RCH= 13 0.810 0 1.13 0 0.025
HYDRAULCS RCH= 14 0.810 0 1.13 0 0.025
HYDRAULCS RCH= 15 0.810 0 1.13 0 0.025
HYDRAULCS RCH= 16 0.810 0 1.13 0 0.025
ENDATAS
ENDATA5A
REACT COEF RCH= 1 0.212 0 0.149 5
REACT COEF RCH= 2 0.212 0 0.145 5
REACT COEF RCH= 3 0.212 0 0.140 5
REACT COEF RCH= 4 0.212 0 0.130 5
REACT COEF RCH= 5 0.212 0 0.119 5
REACT COEF RCH= 6 0.212 0 0.111 5
REACT COEF RCH= 7 0.212 0 0.100 5
REACT COEF RCH= 8 0.212 0 0.093 5
REACT COEF RCH= 9 0.212 0 0.083 5
REACT COEF RCH= 10 0.212 0 0.075 5
REACT COEF RCH= 11 0.212 0 0.075 5
REACT COEF RCH= 12 0.212 0 0.075 5
REACT COEF RCH= 13 0.212 0 0.075 5
REACT COEF RCH= 14 0.212 0 0.075 5
REACT COEF RCH= 15 0.212 0 0.075 5
REACT COEF RCH= 16 0.212 0 0.075 5
ENDATA6
N AND P COEF RCH= 1 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 2 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 3 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 4 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 5 0.1 0.1 0.2 0 0.5
N AND P COEF RCH= 6 0.1 0.1 0.2 0 0.5
Page 2

N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
N AND P COEF RCH=
ENDATA6A
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ALG/OTHER
ENDATA6b
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
INITIAL COND-1
ENDATA7
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
INITIAL COND-2 RCH=
ENDATA7A
INCR FLOW-1 RCH= 1
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
COEF
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
RCH=
7
8
10
11
12
13
14
15
16
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
56.5
WLAScen4.inp
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
0.1 0.2
8.2 2.00
8.2 2.00
8.2 2.00
8.2 2.00
8.2 2.00
8.2 2.00
8.2 2.00
8.2 2.00
8.2 2.00
8.2 2.00
8.2 2.00
8.2 2.00
8.2 2.00
8.2 2.00
8.2 2.00
8.2 2.00
1 0.33 0.07
2 0.33 0.07
3 0.33 0.07
4 0.33 0.07
5 0.33 0.07
6 0.33 0.07
7 0.33 0.07
8 0.33 0.07
9 0.33 0.07
10 0.33 0.07
11 0.33 0.07
12 0.33 0.07
13 0.33 0.07
14 0.33 0.07
15 0.33 0.07
16 0.33 0.07
Page 3
0
o
o
0
0
o
0
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13
0.01 0.13

INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
FLOW-1
INCR FLOW-1
INCR FLOW-1
INCR FLOW-1
INCR FLOW-1
ENDATA8
INCR FLOW-2
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
INCR
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
FLOW-2
ENDATA8A
ENDATA9
HEADWTR-1
ENDATA10
HEADWTR-2
ENDATA10A
POINTLD-1
POINTLD-1
POINTLD-1
POINTLD-1
ENDATA11
POINTLD-2
POINTLD-2
POINTLD-2
POINTLD-2
ENDATA11A
ENDATA12
ENDATA13
ENDATA13A
WLAScen4.inp
RCH= 2
RCH= 3
RCH= 4
RCH= 5
RCH= 6
RCH= 7
RCH= 8
RCH= 9
RCH= 10
RCH= 11
RCH= 12
RCH= 13
RCH= 14
RCH= 15
RCH= 16
RCH= 1
RCH= 2
RCH= 3
RCH= 4
RCH= 5
RCH= 6
RCH= 7
RCH= 8
RCH= 9
RCH= 10
RCH= 11
RCH= 12
RCH= 13
RCH= 14
RCH= 15
RCH= 16
HDW= 1 Rich Fork Creek 1.90 56.5 8.2 2.00
HDW= 1 0.33 0.07 0.01 0.13
PTL=
PTL=
PTL=
PTL=
1 westside ww
2 Kennedy Mil
3 Hunts Fork
4 Hamby Creek
PTL= 1
PTL= 2
PTL= 3
PTL= 4
15.47 77.0 7.0 24.70
0.70 56.5 8.2 2.00
1.18 56.5 8.2 2.00
2.97 56.5 8.2 2.00
3.00 1.80 0.02 12.89
0.33 0.07 0.01 0.13
0.33 0.07 0.01 0.13
0.33 0.07 0.01 0.13
Page 4

Q =
MODEL • *
1996
$$$ (PROBLEM TITLES) $$$
CARD TYPE
TITLE01
Conditions
TITLE02
1
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.23000
0.00000
TITLE03 NO
TITLE04 NO
TITLE05 NO
TITLE06 NO
TITLE07 YES
TITLE08 NO
TITLE09 NO
TITLE10
TITLE11 YES
TITLE12
TITLE13 YES
TITLE14 NO
TITLE15 NO
ENDTITLE
WLAScen4.out
* * * QUAL-2E STREAM QUALITY ROUTING
version 3.22 -- May
QUAL-2E PROGRAM TITLES
Scenario 4 - Restored channel; Winter Critical
Rich Fork Creek from WWTP to mouth; High Pt discharge
CONSERVATIVE MINERAL I
CONSERVATIVE MINERAL II
CONSERVATIVE MINERAL III
TEMPERATURE
BIOCHEMICAL OXYGEN DEMAND
ALGAE AS CHL-A IN UG/L
PHOSPHORUS CYCLE AS P IN MG/L
(ORGANIC-P; DISSOLVED-P)
NITROGEN CYCLE AS N IN MG/L
(ORGANIC-N; AMMONIA-N; NITRITE-N, NITRATE-N)
DISSOLVED OXYGEN IN MG/L
FECAL COLIFORMS IN NO./100 ML
ARBITRARY NON -CONSERVATIVE
$$$ DATA TYPE 1 (CONTROL
CARD TYPE
LIST DATA INPUT
WRITE OPTIONAL SUMMARY
NO FLOW AUGMENTATION
STEADY STATE
NO TRAPEZOIDAL CHANNELS
PRINT SOLAR/LCD DATA
PLOT DO/BOD
FIXED DNSTRM CONC (YES=1)
INPUT METRIC (YES=1)
NUMBER OF REACHES
DATA) $$$
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
0.00000
16.00000
Page 1
CARD TYPE
5D-ULT BOD CONY K COEF
OUTPUT METRIC (YES=1)
NUMBER OF JUNCTIONS

0.00001
0.06000
0.00000
0/MG N)
0/MG A)
N/MG A)
(1/DAY)
(MG/L)
0.00000
4.00000
0.10000
1.00000
80.00000
NUM OF HEADWATERS
TIME STEP (HOURS)
MAXIMUM SSTATE ITERATIONS
LATITUDE OF BASIN (DEG)
STANDARD MERIDIAN (DEG)
248.00000
EVAP. COEFF. (AE)
ELEV OF BASIN (ELEV)
ENDATA1
WLAScen4.out
1.00000
1.00000
30.00000
35.00000
75.00000
0.00103
680.00000
0.00000
NUMBER OF POINT LOADS
LNTH COMP ELEMENT (DX)
TIME INC. FOR RPT2 (HRS)
LONGITIUDE OF BASIN (DEG)
DAY OF YEAR START TIME
EVAP COEF. (BE)
DUST ATTENUATION COEF.
$$$ DATA TYPE 1A (ALGAE PRODUCTION AND NITROGEN
CARD TYPE
O UPTAKE BY NH3 OXID(MG 0/MG N)
1.1400
O PROD BY ALGAE (MG 0/MG A)
1.9000
N CONTENT OF ALGAE (MG N/MG A)
0.0130
ALG MAX SPEC GROTH RATE(1/DAY)
0.1000
N HALF SATURATION CONST (MG/L)
0.0400
LIN ALG SHADE CO (1/FT-UGCHA/L=)
SHADE(1/FT-(UGCHA/L)**2/3)= 0.0165
LIGHT FUNCTION OPTION (LFNOPT)
(BTU/FT2-MIN) = 0.0300
DAILY AVERAGING OPTION (LAVOPT)
(AFACT) 0.9200
NUMBER OF DAYLIGHT HOURS (NDLH)
(BTU/FT-2)= 400.0000
ALGY GROWTH CALC OPTION (LGROPT)
(PREFN) 0.5000
ALG/TEMP SOLR RAD FACTOR (TFACT)
INHIBITION COEF 10.0000
ENDATA1A
0.0000
$$$
3.4300
1.6000
0.0850
2.0000
0.2000
0.0027
1.0000
1.0000
11.2000
1.0000
0.4500
0.0000
OXIDATION CONSTANTS) $$$
$$$ DATA TYPE 1B (TEMPERATURE CORRECTION CONSTANTS
CARD TYPE RATE CODE
THETA( 1) BOD DECA
THETA( 2) BOD SETT
THETA( 3) OXY TRAN
THETA( 4) SOD RATE
THETA( 5) ORGN DEC
THETA( 6) ORGN SET
THETA( 7) NH3 DECA
THETA( 8) NH3 SRCE
THETA( 9) NO2 DECA
THETA(10) PORG DEC
THETA(11) PORG SET
THETA(12) DISP SRC
THETA VALUE
1.047
1.024
1.024
1.060
1.047
1.024
1.083
1.074
1.047
1.047
1.024
1.074
Page 2
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
DFLT
CARD TYPE
O UPTAKE BY NO3 OXID(MG
O UPTAKE BY ALGAE (MG
P CONTENT OF ALGAE (MG
ALGAE RESPIRATION RATE
P HALF SATURATION CONST
NLIN
LIGHT SAT'N COEF
LIGHT AVERAGING FACTOR
TOTAL DAILY SOLR RAD
ALGAL PREF FOR NH3-N
NITRIFICATION
FOR RATE COEFFICIENTS)

R. MI/KM
12.2
12.0
11.7
10.9
10.4
9.9
9.2
9.0
8.0
7.9
6.4
5.6
4.5
2.8
1.7
0.0
0.0
SOURCES
0.
WLAScen4.out
THETA(13) ALG GROW 1.047 DFLT
THETA(14) ALG RESP 1.047 DFLT
THETA(15) ALG SETT 1.024 DFLT
THETA(16) COLI DEC 1.047 DFLT
THETA(17) ANC DECA 1.000 DFLT
THETA(18) ANC SETT 1.024 DFLT
THETA(19) ANC SRCE 1.000 DFLT
ENDATA1B
$$$ DATA TYPE 2 (REACH IDENTIFICATION) $$$
CARD TYPE REACH ORDER AND IDENT R. MI/KM
STREAM REACH 1.0 WWTP to 109 pool FROM 12.5 TO
STREAM REACH 2.0 through 109 pool FROM 12.2 TO
STREAM REACH 3.0 to Bedrock Knoll FROM 12.0 TO
STREAM REACH 4.0 to MS Rd FROM 11.7 TO
STREAM REACH 5.0 to confluence FROM 10.9 TO
STREAM REACH 6.0 to breakpoint FROM 10.4 TO
STREAM REACH 7.0 to ball road FROM 9.9 TO
STREAM REACH 8.0 through ball pool FROM 9.2 TO
STREAM REACH 9.0 to Kanoy Road FROM 9.0 TO
STREAM REACH 10.0 through kanoy pool FROM 8.0 TO
STREAM REACH 11.0 to shuler road FROM 7.9 TO
STREAM REACH 12.0 to utility easement FROM 6.4 TO
STREAM REACH 13.0 to below evans road FROM 5.6 TO
STREAM REACH 14.0 to below business 8 FROM 4.5 TO
STREAM REACH 15.0 to below old hwy 29 FROM 2.8 TO
STREAM REACH 16.0 to mouth FROM 1.7 TO
ENDATA2 0.0 0.0
$$$ DATA TYPE 3 (TARGET LEVEL DO AND FLOW AUGMENTATION SOURCES) $$$
CARD TYPE REACH AVAIL HDWS TARGET ORDER OF AVAIL
ENDATA3 0. 0. 0.0 0. 0. 0. 0. 0.
$$$ DATA TYPE 4 (COMPUTATIONAL REACH FLAG FIELD) $$$
CARD TYPE REACH ELEMENTS/REACH
FLAG FIELD 1. 3.
1.6.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 2. 2.
6.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 3. 3.
Page 3
COMPUTATIONAL FLAGS

wLA5cen4.out
2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 4. 8.
2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 5. 5.
2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 6. 5.
2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 7. 7.
2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 8. 2.
2.2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 9. 10.
2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 10. 1.
2.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 11. 15.
2.2.2.2.6.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.
FLAG FIELD 12. 8.
2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.0.0.0.
FLAG FIELD 13. 11.
2.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.
FLAG FIELD 14. 17.
2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.2.0.0.0.
FLAG FIELD 15. 11.
2.2.2.2.2.2.2.2.2.2.2.0.0.0.0.0.0.0.0.0.
FLAG FIELD 16. 17.
2.2.2.2.2.2.2.6.2.2.2.2.2.2.2.2.5.0.0.0.
ENDATA4 0. 0.
0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.
CMANN
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
0.025
$$$ DATA TYPE 5 (HYDRAULIC DATA FOR DETERMINING VELOCITY AND DEPTH) $$$
CARD TYPE REACH COEF-DSPN COEFQV EXPOQV COEFQH EXPOQH
HYDRAULCS 1. 0.00 0.810 0.000 1.130 0.000
HYDRAULCS 2. 0.00 0.810 0.000 1.130 0.000
HYDRAULCS 3. 0.00 0.810 0.000 1.130 0.000
HYDRAULCS 4. 0.00 0.810 0.000 1.130 0.000
HYDRAULCS 5. 0.00 0.810 0.000 1.130 0.000
HYDRAULCS 6. 0.00 0.810 0.000 1.130 0.000
HYDRAULCS 7. 0.00 0.810 0.000 1.130 0.000
HYDRAULCS 8. 0.00 0.810 0.000 1.130 0.000
HYDRAULCS 9. 0.00 0.810 0.000 1.130 0.000
HYDRAULCS 10. 0.00 0.810 0.000 1.130 0.000
HYDRAULCS 11. 0.00 0.810 0.000 1.130 0.000
HYDRAULCS 12. 0.00 0.810 0.000 1.130 0.000
HYDRAULCS 13. 0.00 0.810 0.000 1.130 0.000
HYDRAULCS 14. 0.00 0.810 0.000 1.130 0.000
HYDRAULCS 15. 0.00 0.810 0.000 1.130 0.000
Page 4

0.025
0.025
0.000
ATM
PRESSURE
0.00
$$$
WLAScen4.out
HYDRAULCS 16. 0.00 0.810 0.000 1.130 0.000
ENDATAS 0. 0.00 0.000 0.000 0.000 0.000
$$$ DATA TYPE 5A (STEADY STATE TEMPERATURE AND CLIMATOLOGY DATA) $$$
CARD TYPE
WIND
ENDATASA
0.00
DUST CLOUD DRY BULB WET BULB
SOLAR RAD
REACH ELEVATION COEF COVER TEMP TEMP
ATTENUATION
0. 0.00 0.00 0.00 0.00 0.00
0.00
$$$ DATA TYPE 6 (REACTION COEFFICIENTS FOR DEOXYGENATION AND REAERATION)
CARD TYPE
COEQK2 OR EXPQK2
REACH K1 K3 SOD K20PT K2
RATE
TSIV COEF OR SLOPE
FOR OPT 8 FOR OPT 8
REACT COEF 1. 0.21 0.00 0.149 5. 0.00
0.000 0.00000
REACT COEF 2. 0.21 0.00 0.145 5. 0.00
0.000 0.00000
REACT COEF 3. 0.21 0.00 0.140 5. 0.00
0.000 0.00000
REACT COEF 4. 0.21 0.00 0.130 5. 0.00
0.000 0.00000
REACT COEF 5. 0.21 0.00 0.119 5. 0.00
0.000 0.00000
REACT COEF 6. 0.21 0.00 0.111 5. 0.00
0.000 0.00000
REACT COEF 7. 0.21 0.00 0.100 5. 0.00
0.000 0.00000
REACT COEF 8. 0.21 0.00 0.093 5. 0.00
0.000 0.00000
REACT COEF 9. 0.21 0.00 0.083 5. 0.00
0.000 0.00000
REACT COEF 10. 0.21 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 11. 0.21 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 12. 0.21 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 13. 0.21 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 14. 0.21 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 15. 0.21 0.00 0.075 5. 0.00
0.000 0.00000
REACT COEF 16. 0.21 0.00 0.075 5. 0.00
0.000 0.00000
ENDATA6 0. 0.00 0.00 0.000 0. 0.00
0.000 0.00000
$$$ DATA TYPE 6A (NITROGEN AND PHOSPHORUS CONSTANTS) $$$
CARD TYPE REACH CKNH2 SETNH2 CKNH3 SNH3 CKNO2
CKPORG SETPORG SP04
Page 5

wLAScen4.out
N AND P COEF 1. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 2. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 3. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 4. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 5. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 6. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 7. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 8. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 9. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 10. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 11. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 12. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 13. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 14. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 15. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
N AND P COEF 16. 0.10 0.10 0.20 0.00 0.50
0.00 0.00 0.00
ENDATA6A 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 6B (ALGAE/OTHER COEFFICIENTS) $$$
CARD TYPE REACH ALPHAO ALGSET EXCOEF CK5 CKANC
SETANC SRCANC
CKCOLI
ALG/OTHER COEF 1. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 2. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 3. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 4. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 5. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 6. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 7. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 8. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 9. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 10. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 11. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 12. 50.00 0.00 0.01 0.00 0.00
Page 6

WLAScen4.out
0.00 0.00
ALG/OTHER COEF 13. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 14. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 15. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ALG/OTHER COEF 16. 50.00 0.00 0.01 0.00 0.00
0.00 0.00
ENDATA6b 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
$$$ DATA TYPE 7 (INITIAL CONDITIONS) $$$
CARD TYPE REACH TEMP D.O. BOD CM-1 CM-2
CM-3 ANC COLI
INITIAL COND-1 1. 56.50 8.20 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 2. 56.50 8.20 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 3. 56.50 8.20 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 4. 56.50 8.20 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 5. 56.50 8.20 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 6. 56.50 8.20 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 7. 56.50 8.20 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 8. 56.50 8.20 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 9. 56.50 8.20 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 10. 56.50 8.20 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 11. 56.50 8.20 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 12. 56.50 8.20 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 13. 56.50 8.20 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 14. 56.50 8.20 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 15. 56.50 8.20 2.00 0.00 0.00
0.00 0.00 0.00
INITIAL COND-1 16. 56.50 8.20 2.00 0.00 0.00
0.00 0.00 0.00
ENDATA7 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 7A (INITIAL CONDITIONS FOR CHOROPHYLL A, NITROGEN, AND
PHOSPHORUS) $$$
CARD TYPE REACH CHL-A ORG-N NH3-N NO2-N NO3-N
ORG-P DIS-P
INITIAL COND-2 1. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 2. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 3. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 4. 0.00 0.33 0.07 0.01 0.13
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0.00 0.00
INITIAL COND-2 5. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 6. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 7. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 8. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 9. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 10. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 11. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 12. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 13. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 14. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 15. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
INITIAL COND-2 16. 0.00 0.33 0.07 0.01 0.13
0.00 0.00
ENDATA7A 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
$$$ DATA TYPE 8 (INCREMENTAL INFLOW CONDITIONS) $$$
CARD TYPE REACH FLOW TEMP D.O. BOD CM-1
CM-2 CM-3 ANC COLI
INCR FLOW-1 R 1. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 2. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 3. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 4. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 5. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 6. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 7. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 8. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 9. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 10. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 11. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 12. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 13. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 14. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 15. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
INCR FLOW-1 R 16. 0.000 0.00 0.00 0.00 0.00
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0.00 0.00 0.00 0.00
ENDATA8 0. 0.000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
$$$ DATA TYPE 8A (INCREMENTAL INFLOW CONDITIONS FOR CHLOROPHYLL A,
NITROGEN, AND PHOSPHORUS) $$$
CARD TYPE REACH CHL-A ORG-N NH3-N NO2-N NO3-N
ORG-P DIS-P
INCR FLOW-2 R 1. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 2. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 3. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 4. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 5. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 6. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 7. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 8. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 9. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 10. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 11. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 12. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 13. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 14. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 15. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
INCR FLOW-2 R 16. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
ENDATA8A 0. 0.00 0.00 0.00 0.00 0.00
0.00 0.00
TRIB
0.
$$$ DATA TYPE 9 (STREAM JUNCTIONS) $$$
CARD TYPE JUNCTION ORDER AND IDENT UPSTRM JUNCTION
ENDATA9 0. 0. 0.
$$$ DATA TYPE 10 (HEADWATER SOURCES) $$$
CARD TYPE HDWTR NAME
CM-1 CM-2 CM-3
ORDER
HEADWTR-1 1. Rich Fork Creek
0.00 0.00 0.00
ENDATA10 0.
0.00 0.00 0.00
FLOW TEMP D.O. BOD
1.90 56.50
0.00 0.00
8.20 2.00
0.00 0.00
$$$ DATA TYPE 10A (HEADWATER CONDITIONS FOR CHLOROPHYLL, NITROGEN,
PHOSPHORUS,
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COLIFORM AND SELECTED NON -CONSERVATIVE CONSTITUENT) $$$
CARD TYPE HDWTR ANC COLI CHL-A ORG-N NH3-N NO2-N
NO3-N ORG-P DIS-P
ORDER
HEADWTR-2 1. 0.00 0.00E+00 0.00 0.33 0.07 0.01
0.13 0.00 0.00
ENDATA10A 0. 0.00 0.00E+00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 11 (POINT SOURCE / POINT SOURCE CHARACTERISTICS) $$$
POINT
CARD TYPE LOAD NAME EFF FLOW TEMP D.O.
BOD CM-1 CM-2 CM-3
ORDER
POINTLD-1 1. Westside WW 0.00 15.47 77.00 7.00
24.70 0.00 0.00 0.00
POINTLD-1 2. Kennedy Mil 0.00 0.70 56.50 8.20
2.00 0.00 0.00 0.00
POINTLD-1 3. Hunts Fork 0.00 1.18 56.50 8.20
2.00 0.00 0.00 0.00
POINTLD-1 4. Hamby Creek 0.00 2.97 56.50 8.20
2.00 0.00 0.00 0.00
ENDATA11 0. 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
$$$ DATA TYPE 11A (POINT SOURCE CHARACTERISTICS - CHLOROPHYLL A, NITROGEN,
PHOSPHORUS,
COLIFORMS AND SELECTED NON -CONSERVATIVE CONSTITUENT)
$$$
POINT
CARD TYPE LOAD ANC COLI CHL-A ORG-N NH3-N NO2-N
NO3-N ORG-P DIS-P
ORDER
POINTLD-2 1. 0.00 0.00E+00 0.00 3.00 1.80 0.02
12.89 0.00 0.00
POINTLD-2 2. 0.00 0.00E+00 0.00 0.33 0.07 0.01
0.13 0.00 0.00
POINTLD-2 3. 0.00 0.00E+00 0.00 0.33 0.07 0.01
0.13 0.00 0.00
POINTLD-2 4. 0.00 0.00E+00 0.00 0.33 0.07 0.01
0.13 0.00 0.00
ENDATAllA 0. 0.00 0.00E+00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
$$$ DATA TYPE 12 (DAM CHARACTERISTICS) $$$
DAM RCH ELE ADAM BDAM FDAM HDAM
ENDATA12 0. 0. 0. 0.00 0.00 0.00 0.00
$$$ DATA TYPE 13 (DOWNSTREAM BOUNDARY CONDITIONS-1) $$$
CARD TYPE
CM-3 ANC COLI
TEMP
D.O. BOD CM-1 CM-2
ENDATA13 DOWNSTREAM BOUNDARY CONCENTRATIONS ARE
UNCONSTRAINED
$$$ DATA TYPE 13A (DOWNSTREAM BOUNDARY CONDITIONS-2) $$$
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CARD TYPE CHL-A ORG-N NH3-N NO2-N NH3-N
ORG-P DIS-P
ENDATA13A DOWNSTREAM BOUNDARY CONCENTRATIONS ARE
UNCONSTRAINED
BIOCHEMICAL OXYGEN DEMAND
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 2.00 22.20 22.18
2 21.37 21.34
3 21.32 21.29 21.27
4 21.24 21.22 21.19 21.17 21.14 21.12 21.09 21.07
5 21.04 21.02 20.99 20.97 20.94
6 20.92 20.89 20.87 20.84 20.82
7 20.79 20.77 20.74 20.72 20.69 20.67 20.64
8 20.62 20.59
9 20.57 20.54 20.52 20.50 20.47 20.45 20.42 20.40 20.37 20.35
10 20.33
11 20.30 20.28 20.25 20.23 19.09 19.07 19.04 19.02 19.00 18.98 18.95 18.93 18.91
18.89 18.86
12 18.84 18.82 18.80 18.77 18.75 18.73 18.71 18.68
13 18.66 18.64 18.62 18.60 18.57 18.55 18.53 18.51 18.49 18.46 18.44
14 18.42 18.40 18.38 18.35 18.33 18.31 18.29 18.27 18.24 18.22 18.20 18.18 18.16
18.14 18.11 18.09 18.07
15 18.05 18.03 18.01 17.99 17.96 17.94 17.92 17.90 17.88 17.86 17.84
16 17.81 17.79 17.77 17.75 17.73 17.71 17.69 15.57 15.56 15.54 15.52 15.50 15.48
15.46 15.44 15.43 15.41
ORGANIC NITROGEN AS N IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.33 2.71 2.70
2 2.61 2.60
3 2.60 2.60 2.60
4 2.59 2.59 2.59 2.58 2.58 2.58 2.57 2.57
5 2.57 2.56 2.56 2.56 2.55
6 2.55 2.55 2.55 2.54 2.54
7 2.54 2.53 2.53 2.53 2.52 2.52 2.52
8 2.51 2.51
9 2.51 2.51 2.50 2.50 2.50 2.49 2.49 2.49 2.48 2.48
10 2.48
11 2.48 2.47 2.47 2.47 2.33 2.33 2.33 2.32 2.32 2.32 2.32 2.31 2.31
2.31 2.30
12 2.30 2.30 2.30 2.29 2.29 2.29 2.29 2.28
13 2.28 2.28 2.27 2.27 2.27 2.27 2.26 2.26 2.26 2.26 2.25
14 2.25 2.25 2.24 2.24 2.24 2.24 2.23 2.23 2.23 2.23 2.22 2.22 2.22
2.21 2.21 2.21 2.21
15 2.20 2.20 2.20 2.20 2.19 2.19 2.19 2.19 2.18 2.18 2.18
16 2.17 2.17 2.17 2.17 2.16 2.16 2.16 1.91 1.91 1.91 1.91 1.90 1.90
1.90 1.90 1.89 1.89
AMMONIA AS N IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.07 1.61 1.61
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2 1.55 1.55
3 1.55 1.55 1.55
4 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55
5 1.55 1.55 1.55 1.55 1.55
6 1.55 1.55 1.55 1.55 1.55
7 1.55 1.55 1.55 1.55 1.55 1.55 1.55
8 1.55 1.55
9 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55
10 1.55
11 1.55 1.55 1.55 1.55 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46
1.46 1.46
12 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46
13 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46
14 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46
1.46 1.46 1.46 1.46
15 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46
16 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.27 1.27 1.27 1.27 1.27 1.27
1.27 1.27 1.27 1.27
NITRITE AS N IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.01 0.02 0.02
2 0.02 0.02
3 0.02 0.03 0.03
4 0.03 0.03 0.03 0.03 0.03 0.04 0.04 0.04
5 0.04 0.04 0.04 0.04 0.04
6 0.05 0.05 0.05 0.05 0.05
7 0.05 0.05 0.05 0.06 0.06 0.06 0.06
8 0.06 0.06
9 0.06 0.06 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07
10 0.08
11 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.09
0.09 0.09
12 0.09 0.09 0.09 0.09 0.09 0.09 0.10 0.10
13 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.11 0.11 0.11
14 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.12 0.12 0.12 0.12 0.12 0.12
0.12 0.12 0.12 0.12
15 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13
16 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.12 0.13 0.13 0.13 0.13 0.13
0.13 0.13 0.13 0.13
NITRATE AS N IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.13 11.49 11.49
2 11.05 11.05
3 11.05 11.05 11.05
4 11.05 11.05 11.05 11.05 11.05 11.06 11.06 11.06
5 11.06 11.06 11.06 11.06 11.06
6 11.06 11.06 11.06 11.06 11.06
7 11.06 11.06 11.06 11.06 11.06 11.06 11.06
8 11.06 11.06
9 11.06 11.06 11.06 11.06 11.06 11.06 11.06 11.06 11.06 11.06
10 11.06
11 11.06 11.06 11.06 11.06 10.39 10.39 10.39 10.39 10.39 10.39 10.39 10.39 10.39
10.39 10.39
12 10.39 10.39 10.39 10.39 10.39 10.39 10.40 10.40
13 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40
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14 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40
10.40 10.40 10.40 10.40
15 10.40 10.40 10.41 10.41 10.41 10.41 10.41 10.41 10.41 10.41 10.41
16 10.41 10.41 10.41 10.41 10.41 10.41 10.41 9.04 9.04 9.04 9.04 9.04 9.04
9.04 9.04 9.04 9.04
DISSOLVED OXYGEN IN MG/L
ITERATION 1
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 8.18 7.11 7.10
2 7.13 7.13
3 7.12 7.11 7.10
4 7.10 7.09 7.09 7.08 7.08 7.07 7.07 7.07
5 7.06 7.06 7.06 7.06 7.05
6 7.05 7.05 7.05 7.05 7.05
7 7.05 7.05 7.05 7.06 7.06 7.06 7.06
8 7.06 7.06
9 7.07 7.07 7.08 7.08 7.09 7.09 7.09 7.10 7.10 7.11
10 7.11
11 7.12 7.12 7.13 7.13 7.20 7.21 7.22 7.22 7.23 7.23 7.24 7.24 7.25
7.26 7.26
12 7.27 7.27 7.28 7.28 7.29 7.29 7.30 7.30
13 7.31 7.31 7.32 7.32 7.33 7.33 7.34 7.34 7.34 7.35 7.35
14 7.36 7.36 7.37 7.37 7.37 7.38 7.38 7.39 7.39 7.40 7.40 7.40 7.41
7.41 7.42 7.42 7.42
15 7.43 7.43 7.43 7.44 7.44 7.44 7.45 7.45 7.46 7.46 7.46
16 7.47 7.47 7.47 7.48 7.48 7.48 7.49 7.59 7.59 7.60 7.60 7.61 7.61
7.62 7.62 7.62 7.63
DISSOLVED OXYGEN IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 8.18 7.11 7.10
2 7.13 7.13
3 7.12 7.11 7.10
4 7.10 7.09 7.09 7.08 7.08 7.07 7.07 7.07
5 7.06 7.06 7.06 7.06 7.05
6 7.05 7.05 7.05 7.05 7.05
7 7.05 7.05 7.05 7.06 7.06 7.06 7.06
8 7.06 7.06
9 7.07 7.07 7.08 7.08 7.09 7.09 7.09 7.10 7.10 7.11
10 7.11
11 7.12 7.12 7.13 7.13 7.20 7.21 7.22 7.22 7.23 7.23 7.24 7.24 7.25
7.26 7.26
12 7.27 7.27 7.28 7.28 7.29 7.29 7.30 7.30
13 7.31 7.31 7.32 7.32 7.33 7.33 7.34 7.34 7.34 7.35 7.35
14 7.36 7.36 7.37 7.37 7.37 7.38 7.38 7.39 7.39 7.40 7.40 7.40 7.41
7.41 7.42 7.42 7.42
15 7.43 7.43 7.43 7.44 7.44 7.44 7.45 7.45 7.46 7.46 7.46
16 7.47 7.47 7.47 7.48 7.48 7.48 7.49 7.59 7.59 7.60 7.60 7.61 7.61
7.62 7.62 7.62 7.63
BIOCHEMICAL OXYGEN DEMAND
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 2.00 22.20 22.18
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2 21.37 21.34
3 21.32 21.29 21.27
4 21.24 21.22 21.19 21.17 21.14 21.12 21.09 21.07
5 21.04 21.02 20.99 20.97 20.94
6 20.92 20.89 20.87 20.84 20.82
7 20.79 20.77 20.74 20.72 20.69 20.67 20.64
8 20.62 20.59
9 20.57 20.54 20.52 20.50 20.47 20.45 20.42 20.40 20.37 20.35
10 20.33
11 20.30 20.28 20.25 20.23 19.09 19.07 19.04 19.02 19.00 18.98 18.95 18.93 18.91
18.89 18.86
12 18.84 18.82 18.80 18.77 18.75 18.73 18.71 18.68
13 18.66 18.64 18.62 18.60 18.57 18.55 18.53 18.51 18.49 18.46 18.44
14 18.42 18.40 18.38 18.35 18.33 18.31 18.29 18.27 18.24 18.22 18.20 18.18 18.16
18.14 18.11 18.09 18.07
15 18.05 18.03 18.01 17.99 17.96 17.94 17.92 17.90 17.88 17.86 17.84
16 17.81 17.79 17.77 17.75 17.73 17.71 17.69 15.57 15.56 15.54 15.52 15.50 15.48
15.46 15.44 15.43 15.41
ORGANIC NITROGEN AS N IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.33 2.71 2.70
2 2.61 2.60
3 2.60 2.60 2.60
4 2.59 2.59 2.59 2.58 2.58 2.58 2.57 2.57
5 2.57 2.56 2.56 2.56 2.55
6 2.55 2.55 2.55 2.54 2.54
7 2.54 2.53 2.53 2.53 2.52 2.52 2.52
8 2.51 2.51
9 2.51 2.51 2.50 2.50 2.50 2.49 2.49 2.49 2.48 2.48
10 2.48
11 2.48 2.47 2.47 2.47 2.33 2.33 2.33 2.32 2.32 2.32 2.32 2.31 2.31
2.31 2.30
12 2.30 2.30 2.30 2.29 2.29 2.29 2.29 2.28
13 2.28 2.28 2.27 2.27 2.27 2.27 2.26 2.26 2.26 2.26 2.25
14 2.25 2.25 2.24 2.24 2.24 2.24 2.23 2.23 2.23 2.23 2.22 2.22 2.22
2.21 2.21 2.21 2.21
15 2.20 2.20 2.20 2.20 2.19 2.19 2.19 2.19 2.18 2.18 2.18
16 2.17 2.17 2.17 2.17 2.16 2.16 2.16 1.91 1.91 1.91 1.91 1.90 1.90
1.90 1.90 1.89 1.89
AMMONIA AS N IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.07 1.61 1.61
2 1.55 1.55
3 1.55 1.55 1.55
4 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55
5 1.55 1.55 1.55 1.55 1.55
6 1.55 1.55 1.55 1.55 1.55
7 1.55 1.55 1.55 1.55 1.55 1.55 1.55
8 1.55 1.55
9 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55
10 1.55
11 1.55 1.55 1.55 1.55 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46
1.46 1.46
12 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46
13 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46
Page 14

wLA5cen4.out
14 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46
1.46 1.46 1.46 1.46
15 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.46
16 1.46 1.46 1.46 1.46 1.46 1.46 1.46 1.27 1.27 1.27 1.27 1.27 1.27
1.27 1.27 1.27 1.27
NITRITE AS N IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.01 0.02 0.02
2 0.02 0.02
3 0.02 0.03 0.03
4 0.03 0.03 0.03 0.03 0.03 0.04 0.04 0.04
5 0.04 0.04 0.04 0.04 0.04
6 0.05 0.05 0.05 0.05 0.05
7 0.05 0.05 0.05 0.06 0.06 0.06 0.06
8 0.06 0.06
9 0.06 0.06 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07
10 0.08
11 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.09
0.09 0.09
12 0.09 0.09 0.09 0.09 0.09 0.09 0.10 0.10
13 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.11 0.11 0.11
14 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.12 0.12 0.12 0.12 0.12 0.12
0.12 0.12 0.12 0.12
15 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13 0.13
16 0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.12 0.13 0.13 0.13 0.13 0.13
0.13 0.13 0.13 0.13
NITRATE AS N IN MG/L
ITERATION 0
RCH/CL 1 2 3 4 5 6 7 8 9 10 11 12 13
14 15 16 17 18 19 20
1 0.13 11.49 11.49
2 11.05 11.05
3 11.05 11.05 11.05
4 11.05 11.05 11.05 11.05 11.05 11.06 11.06 11.06
5 11.06 11.06 11.06 11.06 11.06
6 11.06 11.06 11.06 11.06 11.06
7 11.06 11.06 11.06 11.06 11.06 11.06 11.06
8 11.06 11.06
9 11.06 11.06 11.06 11.06 11.06 11.06 11.06 11.06 11.06 11.06
10 11.06
11 11.06 11.06 11.06 11.06 10.39 10.39 10.39 10.39 10.39 10.39 10.39 10.39 10.39
10.39 10.39
12 10.39 10.39 10.39 10.39 10.39 10.39 10.40 10.40
13 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40
14 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40
10.40 10.40 10.40 10.40
15 10.40 10.40 10.41 10.41 10.41 10.41 10.41 10.41 10.41 10.41 10.41
16 10.41 10.41 10.41 10.41 10.41 10.41 10.41 9.04 9.04 9.04 9.04 9.04 9.04
9.04 9.04 9.04 9.04
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 1
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
s,s,*** STEADY STATE SIMULATION *****
Page 15

WLAScen4.out
HYDRAULICS SUMMARY ;;•
ELE RCH ELE BEGIN END POINT INCR TRVL
BOTTOM X-SECT DSPRSN
ORD NUM NUM LOC LOC FLOW SRCE FLOW VEL TIME DEPTH
WIDTH VOLUME AREA AREA COEF
MILE MILE CFS CFS CFS FPS DAY FT
FT K-FT-3 K-FT-2 FT-2 FT-2/S
1 1 1 12.50 12.40 1.90 0.00 0.00
2.076 1.24 2.29 2.35 0.00
2 1 2 12.40 12.30 17.37 15.47 0.00
18.977 11.32 11.21 21.44 0.00
3 1 3 12.30 12.20 17.37 0.00 0.00
18.977 11.32 11.21 21.44 0.00
0.810
0.810
0.810
0.008
0.008
0.008
1.130
1.130
1.130
4 2 1 12.20 12.10 18.07 0.70 0.00 0.810 0.008 1.130
19.742 11.78 11.62 22.31 0.00
5 2 2 12.10 12.00 18.07 0.00 0.00 0.810 0.008 1.130
19.742 11.78 11.62 22.31 0.00
6 3 1 12.00 11.90 18.07 0.00 0.00
19.742 11.78 11.62 22.31 0.00
7 3 2 11.90 11.80 18.07 0.00 0.00
19.742 11.78 11.62 22.31 0.00
8 3 3 11.80 11.70 18.07 0.00 0.00
19.742 11.78 11.62 22.31 0.00
9 4 1 11.70 11.60 18.07 0.00 0.00
19.742 11.78 11.62 22.31 0.00
10 4 2 11.60 11.50 18.07 0.00 0.00
19.742 11.78 11.62 22.31 0.00
11 4 3 11.50 11.40 18.07 0.00 0.00
19.742 11.78 11.62 22.31 0.00
12 4 4 11.40 11.30 18.07 0.00 0.00
19.742 11.78 11.62 22.31 0.00
13 4 5 11.30 11.20 18.07 0.00 0.00
19.742 11.78 11.62 22.31 0.00
14 4 6 11.20 11.10 18.07 0.00 0.00
19.742 11.78 11.62 22.31 0.00
15 4 7 11.10 11.00 18.07 0.00 0.00
19.742 11.78 11.62 22.31 0.00
16 4 8 11.00 10.90 18.07 0.00 0.00
19.742 11.78 11.62 22.31 0.00
17 5 1 10.90 10.80 18.07 0.00 0.00
19.742 11.78 11.62 22.31 0.00
18 5 2 10.80 10.70 18.07 0.00 0.00
19.742 11.78 11.62 22.31 0.00
19 5 3 10.70 10.60 18.07 0.00 0.00
19.742 11.78 11.62 22.31 0.00
20 5 4 10.60 10.50 18.07 0.00 0.00
19.742 11.78 11.62 22.31 0.00
21 5 5 10.50 10.40 18.07 0.00 0.00
19.742 11.78 11.62 22.31 0.00
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
22 6 1 10.40 10.30 18.07 0.00 0.00 0.810 0.008 1.130
Page 16

19.742 11.78 11.62
23 6 2 10.30 10.20 18.07
19.742 11.78 11.62
24 6 3 10.20 10.10 18.07
19.742 11.78 11.62
25 6 4 10.10 10.00 18.07
19.742 11.78 11.62
26 6 5 10.00 9.90 18.07
19.742 11.78 11.62
27 7 1 9.90 9.80 18.07
19.742 11.78 11.62
28 7 2 9.80 9.70 18.07
19.742 11.78 11.62
29 7 3 9.70 9.60 18.07
19.742 11.78 11.62
30 7 4 9.60 9.50 18.07
19.742 11.78 11.62
31 7 5 9.50 9.40 18.07
19.742 11.78 11.62
32 7 6 9.40 9.30 18.07
19.742 11.78 11.62
33 7 7 9.30 9.20 18.07
19.742 11.78 11.62
WLAScen4.out
22.31 0.00
0.00 0.00
22.31 0.00
0.00 0.00
22.31 0.00
0.00 0.00
22.31 0.00
0.00 0.00
22.31 0.00
0.00 0.00
22.31 0.00
0.00 0.00
22.31 0.00
0.00 0.00
22.31 0.00
0.00 0.00
22.31 0.00
0.00 0.00
22.31 0.00
0.00 0.00
22.31 0.00
0.00 0.00
22.31 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 2
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
ELE RCH ELE BEGIN END
BOTTOM
ORD NUM NUM LOC LOC
WIDTH VOLUME AREA
MILE MILE
FT K-FT-3 K-FT-2
POINT INCR
X-SECT DSPRSN
FLOW SRCE FLOW
AREA COEF
CFS CFS CFS
FT-2 FT-2/S
34 8 1 9.20 9.10 18.07 0.00
19.742 11.78 11.62 22.31
35 8 2 9.10 9.00 18.07 0.00
19.742 11.78 11.62 22.31
36 9 1 9.00 8.90 18.07
19.742 11.78 11.62
37 9 2 8.90 8.80 18.07
19.742 11.78 11.62
38 9 3 8.80 8.70 18.07
19.742 11.78 11.62
39 9 4 8.70 8.60 18.07
19.742 11.78 11.62
40 9 5 8.60 8.50 18.07
19.742 11.78 11.62
41 9 6 8.50 8.40 18.07
19.742 11.78 11.62
42 9 7 8.40 8.30 18.07
19.742 11.78 11.62
0.00
22.31
0.00
22.31
0.00
22.31
0.00
22.31
0.00
22.31
0.00
22.31
0.00
22.31
Page 17
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
s,s,*** STEADY STATE SIMULATION *****
** HYDRAULICS SUMMARY **
TRVL
VEL TIME DEPTH
FPS DAY
FT
0.00 0.810 0.008 1.130
0.00
0.00 0.810 0.008 1.130
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.008
0.008
0.008
0.008
0.008
0.008
0.008
1.130
1.130
1.130
1.130
1.130
1.130
1.130

43 9 8 8.30
19.742 11.78
44 9 9 8.20
19.742 11.78
45 9 10 8.10
19.742 11.78
46 10 1 8.00
19.742 11.78
47 11 1 7.90
19.742 11.78
48 11 2 7.80
19.742 11.78
49 11 3 7.70
19.742 11.78
50 11 4 7.60
19.742 11.78
51 11 5 7.50
21.031 12.55
52 11 6 7.40
21.031 12.55
53 11 7 7.30
21.031 12.55
54 11 8 7.20
21.031 12.55
55 11 9 7.10
21.031 12.55
56 11 10 7.00
21.031 12.55
57 11 11 6.90
21.031 12.55
58 11 12 6.80
21.031 12.55
59 11 13 6.70
21.031 12.55
60 11 14 6.60
21.031 12.55
61 11 15 6.50
21.031 12.55
62 12 1 6.40
21.031 12.55
63 12 2 6.30
21.031 12.55
64 12 3 6.20
21.031 12.55
65 12 4 6.10
21.031 12.55
66 12 5 6.00
21.031 12.55
67 12 6 5.90
21.031 12.55
68 12 7 5.80
21.031 12.55
69 12 8 5.70
21.031 12.55
wLAScen4.out
8.20 18.07 0.00 0.00 0.810 0.008 1.130
11.62 22.31 0.00
8.10 18.07 0.00 0.00 0.810 0.008 1.130
11.62 22.31 0.00
8.00 18.07 0.00 0.00 0.810 0.008 1.130
11.62 22.31 0.00
7.90 18.07 0.00 0.00 0.810 0.008 1.130
11.62 22.31 0.00
7.80 18.07
11.62
7.70 18.07
11.62
7.60 18.07
11.62
7.50 18.07
11.62
7.40 19.25
12.30
7.30 19.25
12.30
7.20 19.25
12.30
7.10 19.25
12.30
7.00 19.25
12.30
6.90 19.25
12.30
6.80 19.25
12.30
6.70 19.25
12.30
6.60 19.25
12.30
6.50 19.25
12.30
6.40 19.25
12.30
6.30 19.25
12.30
6.20 19.25
12.30
6.10 19.25
12.30
6.00 19.25
12.30
5.90 19.25
12.30
5.80 19.25
12.30
5.70 19.25
12.30
5.60 19.25
12.30
0.00 0.00
22.31 0.00
0.00 0.00
22.31 0.00
0.00 0.00
22.31 0.00
0.00 0.00
22.31 0.00
1.18 0.00
23.77 0.00
0.00 0.00
23.77 0.00
0.00 0.00
23.77 0.00
0.00 0.00
23.77 0.00
0.00 0.00
23.77 0.00
0.00 0.00
23.77 0.00
0.00 0.00
23.77 0.00
0.00 0.00
23.77 0.00
0.00 0.00
23.77 0.00
0.00 0.00
23.77 0.00
0.00 0.00
23.77 0.00
0.00 0.00
23.77 0.00
0.00 0.00
23.77 0.00
0.00 0.00
23.77 0.00
0.00 0.00
23.77 0.00
0.00 0.00
23.77 0.00
0.00 0.00
23.77 0.00
0.00 0.00
23.77 0.00
0.00 0.00
23.77 0.00
Page 18
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130

WLAScen4.out
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 3
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
ELE RCH ELE BEGIN END
BOTTOM
ORD NUM NUM LOC LOC
WIDTH VOLUME AREA
MILE MILE
FT K-FT-3 K-FT-2
POINT INCR
X-SECT DSPRSN
FLOW SRCE FLOW
AREA COEF
CFS CFS CFS
FT-2 FT-2/S
70 13 1 5.60 5.50 19.25
21.031 12.55 12.30
71 13 2 5.50 5.40 19.25
21.031 12.55 12.30
72 13 3 5.40 5.30 19.25
21.031 12.55 12.30
73 13 4 5.30 5.20 19.25
21.031 12.55 12.30
74 13 5 5.20 5.10 19.25
21.031 12.55 12.30
75 13 6 5.10 5.00 19.25
21.031 12.55 12.30
76 13 7 5.00 4.90 19.25
21.031 12.55 12.30
77 13 8 4.90 4.80 19.25
21.031 12.55 12.30
78 13 9 4.80 4.70 19.25
21.031 12.55 12.30
79 13 10 4.70 4.60 19.25
21.031 12.55 12.30
80 13 11 4.60 4.50 19.25
21.031 12.55 12.30
81 14 1 4.50 4.40 19.25
21.031 12.55 12.30
82 14 2 4.40 4.30 19.25
21.031 12.55 12.30
83 14 3 4.30 4.20 19.25
21.031 12.55 12.30
84 14 4 4.20 4.10 19.25
21.031 12.55 12.30
85 14 5 4.10 4.00 19.25
21.031 12.55 12.30
86 14 6 4.00 3.90 19.25
21.031 12.55 12.30
87 14 7 3.90 3.80 19.25
21.031 12.55 12.30
88 14 8 3.80 3.70 19.25
21.031 12.55 12.30
89 14 9 3.70 3.60 19.25
21.031 12.55 12.30
90 14 10 3.60 3.50 19.25
21.031 12.55 12.30
91 14 11 3.50 3.40 19.25
21.031 12.55 12.30
92 14 12 3.40 3.30 19.25
21.031 12.55 12.30
0.00
23.77
0.00
23.77
0.00
23.77
0.00
23.77
0.00
23.77
0.00
23.77
0.00
23.77
0.00
23.77
0.00
23.77
0.00
23.77
0.00
23.77
0.00
23.77
0.00
23.77
0.00
23.77
0.00
23.77
0.00
23.77
0.00
23.77
0.00
23.77
0.00
23.77
0.00
23.77
0.00
23.77
0.00
23.77
0.00
23.77
Page 19
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
s,s,*** STEADY STATE SIMULATION *****
** HYDRAULICS SUMMARY **
TRVL
VEL TIME DEPTH
FPS DAY FT
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130

WLAScen4.out
93 14 13 3.30 3.20 19.25 0.00 0.00
21.031 12.55 12.30 23.77 0.00
94 14 14 3.20 3.10 19.25 0.00 0.00
21.031 12.55 12.30 23.77 0.00
95 14 15 3.10 3.00 19.25 0.00 0.00
21.031 12.55 12.30 23.77 0.00
96 14 16 3.00 2.90 19.25 0.00 0.00
21.031 12.55 12.30 23.77 0.00
97 14 17 2.90 2.80 19.25 0.00 0.00
21.031 12.55 12.30 23.77 0.00
98 15 1 2.80 2.70 19.25 0.00
21.031 12.55 12.30 23.77
99 15 2 2.70 2.60 19.25 0.00
21.031 12.55 12.30 23.77
100 15 3 2.60 2.50 19.25 0.00
21.031 12.55 12.30 23.77
101 15 4 2.50 2.40 19.25 0.00
21.031 12.55 12.30 23.77
102 15 5 2.40 2.30 19.25 0.00
21.031 12.55 12.30 23.77
103 15 6 2.30 2.20 19.25 0.00
21.031 12.55 12.30 23.77
104 15 7 2.20 2.10 19.25 0.00
21.031 12.55 12.30 23.77
105 15 8 2.10 2.00 19.25 0.00
21.031 12.55 12.30 23.77
106 15 9 2.00 1.90 19.25 0.00
21.031 12.55 12.30 23.77
107 15 10 1.90 1.80 19.25 0.00
21.031 12.55 12.30 23.77
108 15 11 1.80 1.70 19.25 0.00
21.031 12.55 12.30 23.77
109 16 1 1.70 1.60 19.25 0.00
21.031 12.55 12.30 23.77
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 4
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
ELE RCH ELE BEGIN END
BOTTOM
ORD NUM NUM LOC LOC
WIDTH VOLUME AREA
MILE MILE
FT K-FT-3 K-FT-2
POINT INCR
X-SECT DSPRSN
FLOW SRCE FLOW
AREA COEF
CFS CFS CFS
FT-2 FT-2/S
110 16 2 1.60 1.50 19.25
21.031 12.55 12.30
111 16 3 1.50 1.40 19.25
21.031 12.55 12.30
112 16 4 1.40 1.30 19.25
21.031 12.55 12.30
113 16 5 1.30 1.20 19.25
21.031 12.55 12.30
114 16 6 1.20 1.10 19.25
0.00
23.77
0.00
23.77
0.00
23.77
0.00
23.77
0.00
Page 20
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
0.00 0.810 0.008 1.130
0.00
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
HYDRAULICS SUMMARY ;;•
TRVL
VEL TIME DEPTH
FPS DAY FT
0.810
0.810
0.810
0.810
0.810
0.008
0.008
0.008
0.008
0.008
1.130
1.130
1.130
1.130
1.130

21.031 12.55
115 16 7 1.10
21.031 12.55
116 16 8 1.00
24.276 14.48
117 16 9 0.90
24.276 14.48
118 16 10 0.80
24.276 14.48
119 16 11 0.70
24.276 14.48
120 16 12 0.60
24.276 14.48
121 16 13 0.50
24.276 14.48
122 16 14 0.40
24.276 14.48
123 16 15 0.30
24.276 14.48
124 16 16 0.20
24.276 14.48
125 16 17 0.10
24.276 14.48
12.30
1.00 19.25
12.30
0.90 22.22
14.01
0.80 22.22
14.01
0.70 22.22
14.01
0.60 22.22
14.01
0.50 22.22
14.01
0.40 22.22
14.01
0.30 22.22
14.01
0.20 22.22
14.01
0.10 22.22
14.01
0.00 22.22
14.01
wLAScen4.out
23.77 0.00
0.00
23.77
2.97
27.43
0.00
27.43
0.00
27.43
0.00
27.43
0.00
27.43
0.00
27.43
0.00
27.43
0.00
27.43
0.00
27.43
0.00
27.43
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 5
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
RCH ELE DO K2 OXYGN BOD BOD SOD
ORGP ORGP DISP COLI ANC ANC ANC
NUM NUM SAT OPT REAIR DECAY SETT RATE
DECAY SETT SRCE DECAY DECAY SETT SRCE
MG/L 1/DAY 1/DAY 1/DAY G/F2D
1/DAY 1/DAY MG/F2D 1/DAY 1/DAY 1/DAY MG/F2D
1 1 10.39 5
0.00 0.00 0.00
1 2 10.39 5
0.00 0.00 0.00
1 3 10.39 5
0.00 0.00 0.00
2 1 10.39 5
0.00 0.00 0.00
2 2 10.39 5
0.00 0.00 0.00
3 1 10.39 5
0.00 0.00 0.00
3 2 10.39 5
0.00 0.00 0.00
3 3 10.39 5
0.00 0.00 0.00
1.95
0.00
1.95
0.00
1.95
0.00
0.16
0.00
0.16
0.00
0.16
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.10
0.00
0.10
0.00
0.10
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.810
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
1.130
s,s,*** STEADY STATE SIMULATION *****
** REACTION COEFFICIENT SUMMARY **
ORGN
DECAY
1/DAY
0.07
0.07
0.07
ORGN
SETT
1/DAY
0.09
0.09
0.09
NH3
DECAY
1/DAY
0.12
0.12
0.12
NH3
SRCE
MG/F2D
0.00
0.00
0.00
NO2
DECAY
1/DAY
0.37
0.37
0.37
1.95 0.16 0.00 0.10 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.10 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00
1.95
0.00
1.95
0.00
1.95
0.00
0.16
0.00
0.16
0.00
0.16
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.10
0.00
0.10
0.00
0.10
0.00
Page 21
0.07
0.07
0.07
0.09
0.09
0.09
0.12
0.12
0.12
0.00
0.00
0.00
0.37
0.37
0.37

4 1 10.39 5
0.00 0.00 0.00
4 2 10.39 5
0.00 0.00 0.00
4 3 10.39 5
0.00 0.00 0.00
4 4 10.39 5
0.00 0.00 0.00
4 5 10.39 5
0.00 0.00 0.00
4 6 10.39 5
0.00 0.00 0.00
4 7 10.39 5
0.00 0.00 0.00
4 8 10.39 5
0.00 0.00 0.00
5 1 10.39 5
0.00 0.00 0.00
5 2 10.39 5
0.00 0.00 0.00
5 3 10.39 5
0.00 0.00 0.00
5 4 10.39 5
0.00 0.00 0.00
5 5 10.39 5
0.00 0.00 0.00
6 1 10.39 5
0.00 0.00 0.00
6 2 10.39 5
0.00 0.00 0.00
6 3 10.39 5
0.00 0.00 0.00
6 4 10.39 5
0.00 0.00 0.00
6 5 10.39 5
0.00 0.00 0.00
7 1 10.39 5
0.00 0.00 0.00
7 2 10.39 5
0.00 0.00 0.00
7 3 10.39 5
0.00 0.00 0.00
7 4 10.39 5
0.00 0.00 0.00
7 5 10.39 5
0.00 0.00 0.00
7 6 10.39 5
0.00 0.00 0.00
7 7 10.39 5
0.00 0.00 0.00
wLAScen4.out
1.95 0.16 0.00 0.09
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.09
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.09
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.09
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.09
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.09
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.09
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.09
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.08
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.08
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.08
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.08
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.08
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.08
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.08
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.08
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.08
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.08
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.07
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.07
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.07
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.07
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.07
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.07
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.07
0.00 0.00 0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 6
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
Page 22
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37

RCH ELE DO K2
ORGP ORGP DISP
NUM NUM SAT OPT
DECAY SETT SRCE
MG/L
1/DAY 1/DAY MG/F2D
8 1 10.39 5
0.00 0.00 0.00
8 2 10.39 5
0.00 0.00 0.00
9 1 10.39 5
0.00 0.00 0.00
9 2 10.39 5
0.00 0.00 0.00
9 3 10.39 5
0.00 0.00 0.00
9 4 10.39 5
0.00 0.00 0.00
9 5 10.39 5
0.00 0.00 0.00
9 6 10.39 5
0.00 0.00 0.00
9 7 10.39 5
0.00 0.00 0.00
9 8 10.39 5
0.00 0.00 0.00
9 9 10.39 5
0.00 0.00 0.00
9 10 10.39 5
0.00 0.00 0.00
10 1 10.39 5
0.00 0.00 0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
11
0.00
1 10.39 5
0.00 0.00
2 10.39 5
0.00 0.00
3 10.39 5
0.00 0.00
4 10.39 5
0.00 0.00
5 10.39 5
0.00 0.00
6 10.39 5
0.00 0.00
7 10.39 5
0.00 0.00
8 10.39 5
0.00 0.00
9 10.39 5
0.00 0.00
10 10.39 5
0.00 0.00
WLAScen4.out
s,s,*** STEADY STATE SIMULATION *****
** REACTION COEFFICIENT SUMMARY **
OXYGN BOD BOD SOD ORGN
COLI ANC ANC ANC
REAIR DECAY SETT RATE DECAY
DECAY DECAY SETT SRCE
1/DAY 1/DAY 1/DAY G/F2D 1/DAY
1/DAY 1/DAY 1/DAY MG/F2D
ORGN NH3 NH3 NO2
SETT DECAY SRCE DECAY
1/DAY 1/DAY MG/F2D 1/DAY
1.95 0.16 0.00 0.06 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.06 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00
1.95 0.16 0.00
0.00 0.00 0.00
1.95 0.16 0.00
0.00 0.00 0.00
1.95 0.16 0.00
0.00 0.00 0.00
1.95 0.16 0.00
0.00 0.00 0.00
1.95 0.16 0.00
0.00 0.00 0.00
1.95 0.16 0.00
0.00 0.00 0.00
1.95 0.16 0.00
0.00 0.00 0.00
1.95 0.16 0.00
0.00 0.00 0.00
1.95 0.16 0.00
0.00 0.00 0.00
1.95 0.16 0.00
0.00 0.00 0.00
0.06
0.00
0.06
0.00
0.06
0.00
0.06
0.00
0.06
0.00
0.06
0.00
0.06
0.00
0.06
0.00
0.06
0.00
0.06
0.00
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
1.95 0.16 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00
1.95 0.16 0.00
0.00 0.00 0.00
1.95 0.16 0.00
0.00 0.00 0.00
1.95 0.16 0.00
0.00 0.00 0.00
1.95 0.16 0.00
0.00 0.00 0.00
1.95 0.16 0.00
0.00 0.00 0.00
1.95 0.16 0.00
0.00 0.00 0.00
1.95 0.16 0.00
0.00 0.00 0.00
1.95 0.16 0.00
0.00 0.00 0.00
1.95 0.16 0.00
0.00 0.00 0.00
1.95 0.16 0.00
0.00 0.00 0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
Page 23
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37

11 11 10.39 5
0.00 0.00 0.00
11 12 10.39 5
0.00 0.00 0.00
11 13 10.39 5
0.00 0.00 0.00
11 14 10.39 5
0.00 0.00 0.00
11 15 10.39 5
0.00 0.00 0.00
12
0.00
12
0.00
12
0.00
12
0.00
12
0.00
12
0.00
12
0.00
12
0.00
1 10.39 5
0.00 0.00
2 10.39 5
0.00 0.00
3 10.39 5
0.00 0.00
4 10.39 5
0.00 0.00
5 10.39 5
0.00 0.00
6 10.39 5
0.00 0.00
7 10.39 5
0.00 0.00
8 10.39 5
0.00 0.00
1.95
0.00
1.95
0.00
1.95
0.00
1.95
0.00
1.95
0.00
1.95
0.00
1.95
0.00
1.95
0.00
1.95
0.00
1.95
0.00
1.95
0.00
1.95
0.00
1.95
0.00
0.16
0.00
0.16
0.00
0.16
0.00
0.16
0.00
0.16
0.00
0.16
0.00
0.16
0.00
0.16
0.00
0.16
0.00
0.16
0.00
0.16
0.00
0.16
0.00
0.16
0.00
wLAScen4.out
0.00 0.05
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 7
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
RCH ELE DO K2 OXYGN BOD BOD SOD
ORGP ORGP DISP COLI ANC ANC ANC
NUM NUM SAT OPT REAIR DECAY SETT RATE
DECAY SETT SRCE DECAY DECAY SETT SRCE
MG/L 1/DAY 1/DAY 1/DAY G/F2D
1/DAY 1/DAY MG/F2D 1/DAY 1/DAY 1/DAY MG/F2D
13
0.00
13
0.00
13
0.00
13
0.00
13
0.00
13
0.00
13
0.00
13
0.00
13
1 10.39 5
0.00 0.00
2 10.39 5
0.00 0.00
3 10.39 5
0.00 0.00
4 10.39 5
0.00 0.00
5 10.39 5
0.00 0.00
6 10.39 5
0.00 0.00
7 10.39 5
0.00 0.00
8 10.39 5
0.00 0.00
9 10.39 5
1.95
0.00
1.95
0.00
1.95
0.00
1.95
0.00
1.95
0.00
1.95
0.00
1.95
0.00
1.95
0.00
1.95
0.16
0.00
0.16
0.00
0.16
0.00
0.16
0.00
0.16
0.00
0.16
0.00
0.16
0.00
0.16
0.00
0.16
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
0.00
0.05
Page 24
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
▪ REACTION COEFFICIENT SUMMARY
ORGN
DECAY
1/DAY
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
ORGN
SETT
1/DAY
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
NH3
DECAY
1/DAY
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
NH3
SRCE
MG/F2D
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
NO2
DECAY
1/DAY
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37

0.00 0.00 0.00
13 10 10.39 5
0.00 0.00 0.00
13 11 10.39 5
0.00 0.00 0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
14
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
15
0.00
1 10.39 5
0.00 0.00
2 10.39 5
0.00 0.00
3 10.39 5
0.00 0.00
4 10.39 5
0.00 0.00
5 10.39 5
0.00 0.00
6 10.39 5
0.00 0.00
7 10.39 5
0.00 0.00
8 10.39 5
0.00 0.00
9 10.39 5
0.00 0.00
10 10.39 5
0.00 0.00
11 10.39 5
0.00 0.00
12 10.39 5
0.00 0.00
13 10.39 5
0.00 0.00
14 10.39 5
0.00 0.00
15 10.39 5
0.00 0.00
16 10.39 5
0.00 0.00
17 10.39 5
0.00 0.00
1 10.39 5
0.00 0.00
2 10.39 5
0.00 0.00
3 10.39 5
0.00 0.00
4 10.39 5
0.00 0.00
5 10.39 5
0.00 0.00
6 10.39 5
0.00 0.00
7 10.39 5
0.00 0.00
8 10.39 5
0.00 0.00
9 10.39 5
0.00 0.00
10 10.39 5
0.00 0.00
0.00 0.00
1.95 0.16
0.00 0.00
1.95 0.16
0.00 0.00
wLAScen4.out
0.00 0.00
0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00
0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
1.95 0.16 0.00 0.05
0.00 0.00 0.00 0.00
Page 25
0.07
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0.07
0.07
0.07
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0.07
0.07
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0.07
0.07
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0.09
0.09
0.12
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0.12
0.12
0.12
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0.12
0.12
0.12
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0.12
0.12
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0.12
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.37
0.37
0.37
0.37
0.37
0.37
0.37
0.37
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0.37
0.37
0.37
0.37
0.37

wLA5cen4.out
15 11 10.39 5 1.95 0.16 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 1 10.39 5 1.95 0.16 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 8
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
▪ REACTION COEFFICIENT SUMMARY
RCH ELE DO K2 OXYGN BOD BOD SOD ORGN ORGN NH3 NH3 NO2
ORGP ORGP DISP COLI ANC ANC ANC
NUM NUM SAT OPT REAIR DECAY SETT RATE DECAY SETT DECAY SRCE DECAY
DECAY SETT SRCE DECAY DECAY SETT SRCE
MG/L 1/DAY 1/DAY 1/DAY G/F2D 1/DAY 1/DAY 1/DAY MG/F2D 1/DAY
1/DAY 1/DAY MG/F2D 1/DAY 1/DAY 1/DAY MG/F2D
16 2 10.39 5 1.95 0.16 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 3 10.39 5 1.95 0.16 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 4 10.39 5 1.95 0.16 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 5 10.39 5 1.95 0.16 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 6 10.39 5 1.95 0.16 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 7 10.39 5 1.95 0.16 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 8 10.39 5 1.95 0.16 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 9 10.39 5 1.95 0.16 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 10 10.39 5 1.95 0.16 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 11 10.39 5 1.95 0.16 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 12 10.39 5 1.95 0.16 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 13 10.39 5 1.95 0.16 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 14 10.39 5 1.95 0.16 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 15 10.39 5 1.95 0.16 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 16 10.39 5 1.95 0.16 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
16 17 10.39 5 1.95 0.16 0.00 0.05 0.07 0.09 0.12 0.00 0.37
0.00 0.00 0.00 0.00 0.00 0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 9
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
Page 26

RCH ELE
NUM NUM TEMP
SUM-N ORGP DIS-P
DEG-F
MG/L MG/L MG/L
1 1 56.50
0.54 0.00 0.00
1 2 56.50
15.83 0.00 0.00
1 3 56.50
15.83 0.00 0.00
2 1 56.50
15.24 0.00 0.00
2 2 56.50
15.23 0.00 0.00
3 1 56.50
15.23 0.00 0.00
3 2 56.50
15.23 0.00 0.00
3 3 56.50
15.23 0.00 0.00
4 1
15.23
4 2
15.23
4 3
15.22
4 4
15.22
4 5
15.22
4 6
15.22
4 7
15.22
4 8
15.22
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
5 1 56.50
15.21 0.00 0.00
5 2 56.50
15.21 0.00 0.00
5 3 56.50
15.21 0.00 0.00
5 4 56.50
15.21 0.00 0.00
5 5 56.50
15.21 0.00 0.00
6 1 56.50
15.21 0.00 0.00
WLAScen4.out
CM-1 CM-2 CM-3
ANC
SUM-P COLI
MG/L #/100ML
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
** WATER QUALITY VARIABLES **
DO BOD ORGN NH3N NO2N NO3N
CHLA
MG/L MG/L MG/L MG/L MG/L MG/L
UG/L
0.00 8.18 2.00 0.33 0.07
0.00 0.00
0.00 7.11 22.20 2.71 1.61
0.00 0.00
0.00 7.10 22.18 2.70 1.61
0.00 0.00
0.01
0.02
0.02
0.13
11.49
11.49
0.00 7.13 21.37 2.61 1.55 0.02 11.05
0.00 0.00
0.00 7.13 21.34 2.60 1.55 0.02 11.05
0.00 0.00
0.00 7.12 21.32 2.60 1.55
0.00 0.00
0.00 7.11 21.29 2.60 1.55
0.00 0.00
0.00 7.10 21.27 2.60 1.55
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
7.10
0.00
7.09
0.00
7.09
0.00
7.08
0.00
7.08
0.00
7.07
0.00
7.07
0.00
7.07
0.00
21.24
21.22
21.19
21.17
21.14
21.12
21.09
21.07
0.02 11.05
0.03 11.05
0.03 11.05
2.59 1.55 0.03
2.59 1.55 0.03
2.59 1.55 0.03
2.58 1.55 0.03
2.58 1.55 0.03
2.58 1.55 0.04
2.57 1.55 0.04
2.57 1.55 0.04
0.00 7.06 21.04 2.57 1.55
0.00 0.00
0.00 7.06 21.02 2.56 1.55
0.00 0.00
0.00 7.06 20.99 2.56 1.55
0.00 0.00
0.00 7.06 20.97 2.56 1.55
0.00 0.00
0.00 7.05 20.94 2.55 1.55
0.00 0.00
0.04
0.04
0.04
0.04
0.04
11.05
11.05
11.05
11.05
11.05
11.06
11.06
11.06
11.06
11.06
11.06
11.06
11.06
0.00 7.05 20.92 2.55 1.55 0.05 11.06
0.00 0.00
Page 27

6 2 56.50
15.20 0.00 0.00
6 3 56.50
15.20 0.00 0.00
6 4 56.50
15.20 0.00 0.00
6 5 56.50
15.20 0.00 0.00
7
15.20
7
15.20
7
15.19
7
15.19
7
15.19
7
15.19
7
15.19
1
2
3
4
5
6
7
RCH ELE
0.00
0.00
0.00
0.00
0.00
0.00
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
WLAScen4.out
0.00 7.05 20.89
0.00 0.00
0.00 7.05 20.87
0.00 0.00
0.00 7.05 20.84
0.00 0.00
0.00 7.05 20.82
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
7.05
0.00
7.05
0.00
7.05
0.00
7.06
0.00
7.06
0.00
7.06
0.00
7.06
0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 10
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
CM-1 CM-2 CM-3
ANC
NUM NUM TEMP
SUM-N ORGP DIS-P SUM-P COLI
DEG-F
MG/L MG/L MG/L MG/L #/100ML
8 1 56.50
15.19 0.00 0.00
8 2 56.50
15.18 0.00 0.00
9 1
15.18
9 2
15.18
9 3
15.18
9 4
15.18
9 5
15.18
9 6
15.17
9 7
15.17
9 8
0.00
0.00
0.00
0.00
0.00
0.00
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00
20.79
20.77
20.74
20.72
20.69
20.67
20.64
2.55
2.55
2.54
2.54
2.54
2.53
2.53
2.53
2.52
2.52
2.52
1.55
1.55
1.55
1.55
1.55
1.55
1.55
1.55
1.55
1.55
1.55
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.06
0.06
0.06
0.06
11.06
11.06
11.06
11.06
11.06
11.06
11.06
11.06
11.06
11.06
11.06
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
DO BOD
CHLA
MG/L MG/L
UG/L
7.06 20.62
0.00
7.06 20.59
0.00
7.07
0.00
7.07
0.00
7.08
0.00
7.08
0.00
7.09
0.00
7.09
0.00
7.09
0.00
v Page 28
20.57
20.54
20.52
20.50
20.47
20.45
20.42
20.40
WATER QUALITY VARIABLES ;;•
ORGN NH3N NO2N NO3N
MG/L MG/L MG/L MG/L
2.51 1.55 0.06 11.06
2.51 1.55 0.06 11.06
2.51
2.51
2.50
2.50
2.50
2.49
2.49
2.49
1.55
1.55
1.55
1.55
1.55
1.55
1.55
1.55
0.06
0.06
0.07
0.07
0.07
0.07
0.07
0.07
11.06
11.06
11.06
11.06
11.06
11.06
11.06
11.06

15.17 0.00 0.00
9 9 56.50
15.17 0.00 0.00
9 10 56.50
15.17 0.00 0.00
10 1 56.50
15.17 0.00 0.00
11 1
15.16
11 2
15.16
11 3
15.16
11 4
15.16
11 5
14.26
11 6
14.26
11 7
14.26
11 8
14.26
11 9
14.26
11 10
14.25
11 11
14.25
11 12
14.25
11 13
14.25
11 14
14.25
11 15
14.25
12 1
14.25
12 2
14.24
12 3
14.24
12 4
14.24
12 5
14.24
12 6
14.24
12 7
14.24
12 8
14.24
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
STREAM QUALITY SIMULATION
wLAScen4.out
0.00 0.00
0.00 7.10 20.37 2.48 1.55 0.07 11.06
0.00 0.00
0.00 7.11 20.35 2.48 1.55 0.07 11.06
0.00 0.00
0.00 7.11 20.33 2.48 1.55 0.08 11.06
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
7.12
0.00
7.12
0.00
7.13
0.00
7.13
0.00
7.20
0.00
7.21
0.00
7.22
0.00
7.22
0.00
7.23
0.00
7.23
0.00
7.24
0.00
7.24
0.00
7.25
0.00
7.26
0.00
7.26
0.00
7.27
0.00
7.27
0.00
7.28
0.00
7.28
0.00
7.29
0.00
7.29
0.00
7.30
0.00
7.30
0.00
Page 29
20.30
20.28
20.25
20.23
19.09
19.07
19.04
19.02
19.00
18.98
18.95
18.93
18.91
18.89
18.86
18.84
18.82
18.80
18.77
18.75
18.73
18.71
18.68
2.48
2.47
2.47
2.47
2.33
2.33
2.33
2.32
2.32
2.32
2.32
2.31
2.31
2.31
2.30
2.30
2.30
2.30
2.29
2.29
2.29
2.29
2.28
1.55
1.55
1.55
1.55
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.08
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.10
0.10
11.06
11.06
11.06
11.06
10.39
10.39
10.39
10.39
10.39
10.39
10.39
10.39
10.39
10.39
10.39
10.39
10.39
10.39
10.39
10.39
10.39
10.40
10.40

WLA5cen4.out
OUTPUT PAGE NUMBER 11
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
RCH ELE
NUM NUM TEMP
SUM-N ORGP DIS-P
DEG-F
MG/L MG/L MG/L
13 1 56.50
14.23 0.00 0.00
13 2 56.50
14.23 0.00 0.00
13 3 56.50
14.23 0.00 0.00
13 4 56.50
14.23 0.00 0.00
13 5 56.50
14.23 0.00 0.00
13 6 56.50
14.23 0.00 0.00
13 7 56.50
14.22 0.00 0.00
13 8 56.50
14.22 0.00 0.00
13 9 56.50
14.22 0.00 0.00
13 10 56.50
14.22 0.00 0.00
13 11 56.50
14.22 0.00 0.00
14 1
14.22
14 2
14.22
14 3
14.21
14 4
14.21
14 5
14.21
14 6
14.21
14 7
14.21
14 8
14.21
14 9
14.21
14 10
14.20
14 11
14.20
14 12
14.20
14 13
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
CM-1 CM-2 CM-3
ANC
SUM-P COLI
MG/L #/100ML
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
DO BOD
CHLA
MG/L MG/L
UG/L
7.31
0.00
7.31
0.00
7.32
0.00
7.32
0.00
7.33
0.00
7.33
0.00
7.34
0.00
7.34
0.00
7.34
0.00
7.35
0.00
7.35
0.00
7.36
0.00
7.36
0.00
7.37
0.00
7.37
0.00
7.37
0.00
7.38
0.00
7.38
0.00
7.39
0.00
7.39
0.00
7.40
0.00
7.40
0.00
7.40
0.00
7.41
Page 30
WATER QUALITY VARIABLES ;;•
ORGN NH3N NO2N NO3N
MG/L MG/L MG/L MG/L
18.66 2.28 1.46 0.10 10.40
18.64 2.28 1.46 0.10 10.40
18.62 2.27 1.46 0.10 10.40
18.60 2.27 1.46 0.10 10.40
18.57 2.27 1.46 0.10 10.40
18.55 2.27 1.46 0.10 10.40
18.53 2.26 1.46 0.10 10.40
18.51 2.26 1.46 0.10 10.40
18.49 2.26 1.46 0.11 10.40
18.46 2.26 1.46 0.11 10.40
18.44 2.25 1.46 0.11 10.40
18.42
18.40
18.38
18.35
18.33
18.31
18.29
18.27
18.24
18.22
18.20
18.18
18.16
2.25
2.25
2.24
2.24
2.24
2.24
2.23
2.23
2.23
2.23
2.22
2.22
2.22
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
0.11
0.11
0.11
0.11
0.11
0.11
0.11
0.12
0.12
0.12
0.12
0.12
0.12
10.40
10.40
10.40
10.40
10.40
10.40
10.40
10.40
10.40
10.40
10.40
10.40
10.40

14.20 0.00 0.00
14 14 56.50
14.20 0.00 0.00
14 15 56.50
14.20 0.00 0.00
14 16 56.50
14.20 0.00 0.00
14 17 56.50
14.19 0.00 0.00
15 1
14.19
15 2
14.19
15 3
14.19
15 4
14.19
15 5
14.19
15 6
14.19
15 7
14.18
15 8
14.18
15 9
14.18
15 10
14.18
15 11
14.18
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
16 1 56.50
14.18 0.00 0.00
RCH ELE
0.00.00E+00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
0.00 0.00 0.00
0.00.00E+00 0.00
WLAScen4.out
0.00 0.00
7.41 18.14
0.00
7.42 18.11
0.00
7.42 18.09
0.00
7.42 18.07
0.00
7.43
0.00
7.43
0.00
7.43
0.00
7.44
0.00
7.44
0.00
7.44
0.00
7.45
0.00
7.45
0.00
7.46
0.00
7.46
0.00
7.46
0.00
18.05
18.03
18.01
17.99
17.96
17.94
17.92
17.90
17.88
17.86
17.84
0.00 0.00 0.00 7.47 17.81
0.00.00E+00 0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 12
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
NUM NUM TEMP
SUM-N ORGP DIS-P
DEG-F
MG/L MG/L MG/L
16 2 56.50
14.18 0.00 0.00
16 3 56.50
14.17 0.00 0.00
16 4 56.50
14.17 0.00 0.00
16 5 56.50
14.17 0.00 0.00
16 6 56.50
14.17 0.00 0.00
CM-1 CM-2 CM-3
ANC
SUM-P COLI
MG/L #/100ML
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00 0.00
0.00.00E+00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2.21
2.21
2.21
2.21
2.20
2.20
2.20
2.20
2.19
2.19
2.19
2.19
2.18
2.18
2.18
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
1.46
0.12
0.12
0.12
0.12
0.13
0.13
0.13
0.13
0.13
0.13
0.13
0.13
0.13
0.13
0.13
10.40
10.40
10.40
10.40
10.40
10.40
10.41
10.41
10.41
10.41
10.41
10.41
10.41
10.41
10.41
2.17 1.46 0.14 10.41
s,s,*** STEADY STATE SIMULATION *****
** WATER QUALITY VARIABLES **
DO BOD ORGN NH3N NO2N NO3N
CHLA
MG/L MG/L MG/L MG/L MG/L MG/L
UG/L
7.47
0.00
7.47
0.00
7.48
0.00
7.48
0.00
0.00 7.48
0.00 0.00
Page 31
17.79
17.77
17.75
17.73
17.71
2.17
2.17
2.17
2.16
2.16
1.46
1.46
1.46
1.46
1.46
0.14
0.14
0.14
0.14
0.14
10.41
10.41
10.41
10.41
10.41

16 7
14.17
16 8
12.35
16 9
12.34
16 10
12.34
16 11
12.34
16 12
12.34
16 13
12.34
16 14
12.34
16 15
12.34
16 16
12.34
16 17
12.33
wLAScen4.out
56.50 0.00 0.00 0.00 7.49 17.69
0.00 0.00 0.00.00E+00 0.00 0.00
56.50 0.00 0.00 0.00 7.59
0.00 0.00 0.00.00E+00 0.00 0.00
56.50 0.00 0.00 0.00 7.59
0.00 0.00 0.00.00E+00 0.00 0.00
56.50 0.00 0.00 0.00 7.60
0.00 0.00 0.00.00E+00 0.00 0.00
56.50 0.00 0.00 0.00 7.60
0.00 0.00 0.00.00E+00 0.00 0.00
56.50 0.00 0.00 0.00 7.61
0.00 0.00 0.00.00E+00 0.00 0.00
56.50 0.00 0.00 0.00 7.61
0.00 0.00 0.00.00E+00 0.00 0.00
56.50 0.00 0.00 0.00 7.62
0.00 0.00 0.00.00E+00 0.00 0.00
56.50 0.00 0.00 0.00 7.62
0.00 0.00 0.00.00E+00 0.00 0.00
56.50 0.00 0.00 0.00 7.62
0.00 0.00 0.00.00E+00 0.00 0.00
56.50 0.00 0.00 0.00 7.63
0.00 0.00 0.00.00E+00 0.00 0.00
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 13
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
DISSOLVED OXYGEN MASS
ELE RCH ELE
ORD NUM NUM TEMP
NET
DEG-F
C-BOD SOD P-R
BALANCE
DO
SAT
MG/L
NH3-N
1 1 1 56.50 10.39
- 0.32 -3.21 0.00 -0.03
2 1 2 56.50 10.39
- 3.51 -3.21 0.00 -0.66
3 1 3 56.50 10.39
- 3.50 -3.21 0.00 -0.66
(MG/L-DAY)
DO
DO DEF
MG/L MG/L
NO2-N
8.18
0.00
7.11
- 0.01
7.10
- 0.01
2.21
3.28
3.29
4 2 1 56.50 10.39 7.13 3.26
- 3.38 -3.12 0.00 -0.64 -0.01
5 2 2 56.50 10.39 7.13 3.27
- 3.37 -3.12 0.00 -0.64 -0.01
6 3 1 56.50 10.39
- 3.37 -3.01 0.00 -0.64
7 3 2 56.50 10.39
- 3.37 -3.01 0.00 -0.64
8 3 3 56.50 10.39
- 3.36 -3.01 0.00 -0.64
7.12
- 0.01
7.11
-0.01
7.10
- 0.01
3.28
3.28
3.29
Page 32
15.57
15.56
15.54
15.52
15.50
15.48
15.46
15.44
15.43
15.41
2.16
1.91
1.91
1.91
1.91
1.90
1.90
1.90
1.90
1.89
1.89
1.46
1.27
1.27
1.27
1.27
1.27
1.27
1.27
1.27
1.27
1.27
0.14
0.12
0.13
0.13
0.13
0.13
0.13
0.13
0.13
0.13
0.13
10.41
9.04
9.04
9.04
9.04
9.04
9.04
9.04
9.04
9.04
9.04
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
DISSOLVED OXYGEN DATA
COMPONENTS OF
DAM NIT
INPUT INHIB
MG/L FACT
0.00 1.00
0.00 1.00
0.00 1.00
0.00 1.00
0.00 1.00
0.00 1.00
0.00 1.00
0.00 1.00
F-FNCTN OXYGN
INPUT REAIR
1086.87
826.33
0.00
4.33
6.41
6.43
42.10 6.37
0.00 6.38
0.00
0.00
0.00
6.40
6.41
6.43

9 4 1 56.50 10.39
- 3.36 -2.80 0.00 -0.64
10 4 2 56.50 10.39
- 3.35 -2.80 0.00 -0.64
11 4 3 56.50 10.39
- 3.35 -2.80 0.00 -0.64
12 4 4 56.50 10.39
- 3.35 -2.80 0.00 -0.64
13 4 5 56.50 10.39
- 3.34 -2.80 0.00 -0.64
14 4 6 56.50 10.39
- 3.34 -2.80 0.00 -0.64
15 4 7 56.50 10.39
- 3.33 -2.80 0.00 -0.64
16 4 8 56.50 10.39
- 3.33 -2.80 0.00 -0.64
17 5 1 56.50 10.39
- 3.33 -2.56 0.00 -0.64
18 5 2 56.50 10.39
- 3.32 -2.56 0.00 -0.64
19 5 3 56.50 10.39
- 3.32 -2.56 0.00 -0.64
20 5 4 56.50 10.39
- 3.31 -2.56 0.00 -0.64
21 5 5 56.50 10.39
- 3.31 -2.56 0.00 -0.64
22 6 1 56.50 10.39
- 3.31 -2.39 0.00 -0.64
23 6 2 56.50 10.39
- 3.30 -2.39 0.00 -0.64
24 6 3 56.50 10.39
- 3.30 -2.39 0.00 -0.64
25 6 4 56.50 10.39
- 3.29 -2.39 0.00 -0.64
26 6 5 56.50 10.39
- 3.29 -2.39 0.00 -0.64
27 7 1 56.50 10.39
- 3.29 -2.15 0.00 -0.64
28 7 2 56.50 10.39
- 3.28 -2.15 0.00 -0.64
29 7 3 56.50 10.39
- 3.28 -2.15 0.00 -0.64
30 7 4 56.50 10.39
- 3.27 -2.15 0.00 -0.64
31 7 5 56.50 10.39
- 3.27 -2.15 0.00 -0.64
32 7 6 56.50 10.39
- 3.27 -2.15 0.00 -0.64
33 7 7 56.50 10.39
- 3.26 -2.15 0.00 -0.64
wLAScen4.out
7.10 3.29 0.00
- 0.01
7.09 3.30
- 0.01
7.09 3.31
- 0.01
7.08 3.31
- 0.01
7.08 3.31
- 0.01
7.07 3.32
- 0.01
7.07 3.32
- 0.02
7.07 3.33
- 0.02
7.06
- 0.02
7.06
- 0.02
7.06
- 0.02
7.06
- 0.02
7.05
- 0.02
7.05
- 0.02
7.05
- 0.02
7.05
- 0.02
7.05
- 0.02
7.05
- 0.02
7.05
- 0.02
7.05
- 0.02
7.05
- 0.02
7.06
- 0.02
7.06
- 0.02
7.06
- 0.02
7.06
- 0.03
1.00 0.00 6.44
0.00 1.00 0.00 6.45
0.00 1.00 0.00 6.46
0.00 1.00 0.00 6.47
0.00 1.00 0.00 6.48
0.00 1.00 0.00 6.48
0.00 1.00 0.00 6.49
0.00 1.00 0.00 6.50
3.33 0.00 1.00 0.00 6.51
3.33 0.00 1.00 0.00 6.51
3.34 0.00 1.00 0.00 6.52
3.34 0.00 1.00 0.00 6.52
3.34 0.00 1.00 0.00 6.53
3.34 0.00 1.00 0.00 6.53
3.34 0.00 1.00 0.00 6.53
3.34 0.00 1.00 0.00 6.53
3.34 0.00 1.00 0.00 6.53
3.34 0.00 1.00 0.00 6.53
3.34 0.00 1.00 0.00 6.53
3.34 0.00 1.00 0.00 6.53
3.34 0.00 1.00 0.00 6.52
3.34 0.00 1.00 0.00 6.52
3.34 0.00 1.00 0.00 6.52
3.34 0.00 1.00 0.00 6.52
3.33 0.00 1.00 0.00 6.51
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 14
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
Page 33

DISSOLVED OXYGEN MASS BALANCE
ELE RCH ELE DO
ORD NUM NUM TEMP SAT
NET
DEG-F MG/L
C-BOD SOD P-R NH3-N
34 8 1 56.50 10.39
- 3.26 -2.00 0.00 -0.64
35 8 2 56.50 10.39
- 3.25 -2.00 0.00 -0.64
36 9 1 56.50 10.39
- 3.25 -1.79 0.00 -0.64
37 9 2 56.50 10.39
- 3.25 -1.79 0.00 -0.64
38 9 3 56.50 10.39
- 3.24 -1.79 0.00 -0.64
39 9 4 56.50 10.39
- 3.24 -1.79 0.00 -0.64
40 9 5 56.50 10.39
- 3.24 -1.79 0.00 -0.64
41 9 6 56.50 10.39
- 3.23 -1.79 0.00 -0.64
42 9 7 56.50 10.39
- 3.23 -1.79 0.00 -0.64
43 9 8 56.50 10.39
- 3.22 -1.79 0.00 -0.64
44 9 9 56.50 10.39
- 3.22 -1.79 0.00 -0.64
45 9 10 56.50 10.39
- 3.22 -1.79 0.00 -0.64
wLAScen4.out
(MG/L-DAY)
DO
DO DEF
MG/L MG/L
NO2-N
7.06 3.33
- 0.03
7.06 3.33
- 0.03
7.07
- 0.03
7.07
- 0.03
7.08
- 0.03
7.08
- 0.03
7.09
- 0.03
7.09
- 0.03
7.09
- 0.03
7.10
- 0.03
7.10
- 0.03
7.11
- 0.03
***** STEADY STATE SIMULATION *****
** DISSOLVED OXYGEN DATA **
COMPONENTS OF
DAM NIT
INPUT INHIB F-FNCTN OXYGN
MG/L FACT INPUT REAIR
0.00 1.00 0.00 6.51
0.00 1.00 0.00 6.50
3.32 0.00 1.00 0.00 6.49
3.32 0.00 1.00 0.00 6.49
3.32 0.00 1.00 0.00 6.48
3.31 0.00 1.00 0.00 6.47
3.31 0.00 1.00 0.00 6.46
3.30 0.00 1.00 0.00 6.45
3.30 0.00 1.00 0.00 6.44
3.30 0.00 1.00 0.00 6.44
3.29 0.00 1.00 0.00 6.43
3.29 0.00 1.00 0.00 6.42
46 10 1 56.50 10.39 7.11 3.28
- 3.21 -1.61 0.00 -0.64 -0.03
47 11 1 56.50 10.39
- 3.21 -1.61 0.00 -0.64
48 11 2 56.50 10.39
- 3.20 -1.61 0.00 -0.64
49 11 3 56.50 10.39
- 3.20 -1.61 0.00 -0.64
50 11 4 56.50 10.39
- 3.20 -1.61 0.00 -0.64
51 11 5 56.50 10.39
- 3.02 -1.61 0.00 -0.60
52 11 6 56.50 10.39
- 3.01 -1.61 0.00 -0.60
53 11 7 56.50 10.39
- 3.01 -1.61 0.00 -0.60
54 11 8 56.50 10.39
- 3.01 -1.61 0.00 -0.60
55 11 9 56.50 10.39
- 3.00 -1.61 0.00 -0.60
56 11 10 56.50 10.39
7.12
- 0.03
7.12
- 0.03
7.13
- 0.03
7.13
- 0.03
7.20
- 0.03
7.21
- 0.03
7.22
- 0.03
7.22
- 0.03
7.23
- 0.03
7.23
3.28
3.27
3.27
3.26
3.19
3.18
3.18
3.17
3.17
3.16
Page 34
0.00 1.00 0.00 6.41
0.00 1.00 0.00 6.40
0.00 1.00 0.00 6.39
0.00 1.00 0.00 6.38
0.00 1.00 0.00 6.37
0.00 1.00 66.62 6.23
0.00 1.00 0.00 6.22
0.00 1.00 0.00 6.21
0.00 1.00 0.00 6.20
0.00 1.00 0.00 6.18
0.00 1.00 0.00 6.17

- 3.00 -1.61 0.00 -0.60
57 11 11 56.50 10.39
- 3.00 -1.61 0.00 -0.60
58 11 12 56.50 10.39
- 2.99 -1.61 0.00 -0.60
59 11 13 56.50 10.39
- 2.99 -1.61 0.00 -0.60
60 11 14 56.50 10.39
- 2.98 -1.61 0.00 -0.60
61 11 15 56.50 10.39
- 2.98 -1.61 0.00 -0.60
62 12
- 2.98
63 12
- 2.97
64 12
- 2.97
65 12
- 2.97
66 12
- 2.96
67 12
- 2.96
68 12
- 2.96
69 12
- 2.95
1
- 1.61
2
- 1.61
3
- 1.61
4
- 1.61
5
- 1.61
6
- 1.61
7
- 1.61
8
- 1.61
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
wLAScen4.out
- 0.03
7.24 3.16 0.00
-0.04
7.24 3.15 0.00
- 0.04
7.25 3.14 0.00
- 0.04
7.26 3.14 0.00
-0.04
7.26 3.13 0.00
- 0.04
7.27
- 0.04
7.27
-0.04
7.28
- 0.04
7.28
- 0.04
7.29
- 0.04
7.29
- 0.04
7.30
- 0.04
7.30
- 0.04
3.13
3.12
3.12
3.11
3.11
3.10
3.10
3.09
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 15
QUAL-2E STREAM QUALITY ROUTING MODEL
version 3.22 -- May 1996
DISSOLVED OXYGEN MASS BALANCE
ELE RCH ELE DO
ORD NUM NUM TEMP SAT
NET
DEG-F MG/L
C-BOD SOD P-R NH3-N
(MG/L-DAY)
DO
DO DEF
MG/L MG/L
NO2-N
70 13 1 56.50 10.39 7.31
- 2.95 -1.61 0.00 -0.60 -0.04
71 13 2 56.50 10.39 7.31
- 2.95 -1.61 0.00 -0.60 -0.04
72 13 3 56.50 10.39 7.32
- 2.94 -1.61 0.00 -0.60 -0.04
73 13 4 56.50 10.39 7.32
- 2.94 -1.61 0.00 -0.60 -0.04
74 13 5 56.50 10.39 7.33
- 2.94 -1.61 0.00 -0.60 -0.04
75 13 6 56.50 10.39 7.33
- 2.93 -1.61 0.00 -0.60 -0.04
76 13 7 56.50 10.39 7.34
- 2.93 -1.61 0.00 -0.60 -0.04
77 13 8 56.50 10.39 7.34
3.09
3.08
3.08
3.07
3.07
3.06
3.06
3.05
Page 35
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.16
6.15
6.14
6.13
6.12
6.11
6.10
6.09
6.08
6.07
6.06
6.05
6.04
....*** STEADY STATE SIMULATION *****
..... ..........
** DISSOLVED OXYGEN DATA **
COMPONENTS OF
DAM
INPUT
MG/L
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
NIT
INHIB F-FNCTN OXYGN
FACT INPUT REAIR
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.03
6.02
6.01
6.00
5.99
5.98
5.98
5.97

- 2.93 -1.61 0.00 -0.60
78 13 9 56.50 10.39
- 2.92 -1.61 0.00 -0.60
79 13 10 56.50 10.39
- 2.92 -1.61 0.00 -0.60
80 13 11 56.50 10.39
- 2.91 -1.61 0.00 -0.60
81 14
- 2.91
82 14
- 2.91
83 14
- 2.90
84 14
- 2.90
85 14
- 2.90
86 14
- 2.89
87 14
- 2.89
88 14
- 2.89
89 14
- 2.88
90 14
- 2.88
91 14
- 2.88
92 14
- 2.87
93 14
- 2.87
94 14
- 2.87
95 14
- 2.86
96 14
- 2.86
97 14
- 2.86
98 15
- 2.85
99 15
- 2.85
100 15
-2.85
101 15
- 2.84
102 15
- 2.84
103 15
- 2.84
104 15
-2.83
105 15
- 2.83
106 15
- 2.83
1
- 1.61
2
- 1.61
3
- 1.61
4
- 1.61
5
- 1.61
6
- 1.61
7
- 1.61
8
- 1.61
9
- 1.61
10
- 1.61
11
- 1.61
12
- 1.61
13
- 1.61
14
- 1.61
15
- 1.61
16
- 1.61
17
- 1.61
1
- 1.61
2
- 1.61
3
- 1.61
4
- 1.61
5
- 1.61
6
- 1.61
7
- 1.61
8
- 1.61
9
- 1.61
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
56.50
0.00
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
10.39
- 0.60
wLAScen4.out
- 0.04
7.34 3.05 0.00 1.00 0.00 5.96
- 0.04
7.35 3.05 0.00 1.00 0.00 5.95
- 0.05
7.35 3.04 0.00 1.00 0.00 5.94
- 0.05
7.36
- 0.05
7.36
- 0.05
7.37
- 0.05
7.37
- 0.05
7.37
-0.05
7.38
- 0.05
7.38
- 0.05
7.39
- 0.05
7.39
- 0.05
7.40
- 0.05
7.40
- 0.05
7.40
- 0.05
7.41
- 0.05
7.41
- 0.05
7.42
- 0.05
7.42
- 0.05
7.42
- 0.05
7.43
- 0.05
7.43
- 0.05
7.43
- 0.05
7.44
- 0.05
7.44
- 0.05
7.44
-0.06
7.45
- 0.06
7.45
- 0.06
7.46
- 0.06
3.04 0.00 1.00 0.00 5.93
3.03 0.00 1.00 0.00 5.92
3.03 0.00 1.00 0.00 5.91
3.02 0.00 1.00 0.00 5.91
3.02 0.00 1.00 0.00 5.90
3.02 0.00 1.00 0.00 5.89
3.01 0.00 1.00 0.00 5.88
3.01 0.00 1.00 0.00 5.87
3.00 0.00 1.00 0.00 5.87
3.00 0.00 1.00 0.00 5.86
2.99 0.00 1.00 0.00 5.85
2.99 0.00 1.00 0.00 5.84
2.99 0.00 1.00 0.00 5.83
2.98 0.00 1.00 0.00 5.83
2.98 0.00 1.00 0.00 5.82
2.98 0.00 1.00 0.00 5.81
2.97 0.00 1.00 0.00 5.80
2.97
2.96
2.96
2.96
2.95
2.95
2.95
2.94
2.94
Page 36
0.00 1.00 0.00 5.80
0.00 1.00 0.00 5.79
0.00 1.00 0.00 5.78
0.00 1.00 0.00 5.78
0.00 1.00 0.00 5.77
0.00 1.00 0.00 5.76
0.00 1.00 0.00 5.75
0.00 1.00 0.00 5.75
0.00 1.00 0.00 5.74

WLAScen4.out
107 15 10 56.50 10.39 7.46 2.94 0.00 1.00
- 2.82 -1.61 0.00 -0.60 -0.06
108 15 11 56.50 10.39 7.46 2.93 0.00 1.00
- 2.82 -1.61 0.00 -0.60 -0.06
109 16 1 56.50 10.39 7.47 2.93 0.00 1.00
- 2.82 -1.61 0.00 -0.60 -0.06
STREAM QUALITY SIMULATION
OUTPUT PAGE NUMBER 16
QUAL-2E STREAM QUALITY ROUTING MODEL
Version 3.22 -- May 1996
DISSOLVED OXYGEN MASS
ELE RCH ELE
ORD NUM NUM
C-BOD
110 16
- 2.81
111 16
- 2.81
112 16
- 2.81
113 16
- 2.80
114 16
- 2.80
115 16
-2.80
116 16
- 2.46
117 16
- 2.46
118 16
- 2.46
119 16
- 2.45
120 16
- 2.45
121 16
- 2.45
122 16
- 2.44
123 16
- 2.44
124 16
- 2.44
125 16
- 2.44
BALANCE
DO
TEMP SAT
NET
DEG-F MG/L
SOD P-R NH3-N
2 56.50 10.39
- 1.61 0.00 -0.60
3 56.50 10.39
- 1.61 0.00 -0.60
4 56.50 10.39
- 1.61 0.00 -0.60
5 56.50 10.39
- 1.61 0.00 -0.60
6 56.50 10.39
- 1.61 0.00 -0.60
7 56.50 10.39
- 1.61 0.00 -0.60
8 56.50 10.39
- 1.61 0.00 -0.52
9 56.50 10.39
- 1.61 0.00 -0.52
10 56.50 10.39
- 1.61 0.00 -0.52
11 56.50 10.39
- 1.61 0.00 -0.52
12 56.50 10.39
- 1.61 0.00 -0.52
13 56.50 10.39
- 1.61 0.00 -0.52
14 56.50 10.39
- 1.61 0.00 -0.52
15 56.50 10.39
- 1.61 0.00 -0.52
16 56.50 10.39
- 1.61 0.00 -0.52
17 56.50 10.39
- 1.61 0.00 -0.52
(MG/L-DAY)
DO
DO DEF
MG/L MG/L
NO2-N
7.47
- 0.06
7.47
- 0.06
7.48
-0.06
7.48
- 0.06
7.48
- 0.06
7.49
-0.06
7.59
- 0.05
7.59
- 0.05
7.60
-0.05
7.60
-0.05
7.61
- 0.05
7.61
- 0.05
7.62
- 0.05
7.62
- 0.06
7.62
- 0.06
7.63
- 0.06
0.00 5.73
0.00 5.73
0.00 5.72
;; ;; ;; ;; ;; STEADY STATE SIMULATION ;; ;; ;; ;; ;;
DISSOLVED OXYGEN DATA
COMPONENTS OF
DAM NIT
INPUT INHIB F-FNCTN OXYGN
MG/L FACT INPUT REAIR
2.92 0.00 1.00 0.00 5.71
2.92 0.00 1.00 0.00 5.71
2.92 0.00 1.00 0.00 5.70
2.91 0.00 1.00 0.00 5.69
2.91 0.00 1.00 0.00 5.69
2.91 0.00 1.00 0.00 5.68
2.81 0.00 1.00 145.28 5.49
2.80 0.00 1.00 0.00 5.48
2.80 0.00 1.00 0.00 5.47
2.79 0.00 1.00 0.00 5.46
2.79 0.00 1.00 0.00 5.45
2.78 0.00 1.00 0.00 5.44
2.78 0.00 1.00 0.00 5.43
2.77 0.00 1.00 0.00 5.42
2.77 0.00 1.00 0.00 5.41
2.76 0.00 1.00 0.00 5.40
Page 37