NC0089699_Intake Location Modification_20170709

Zc- Environmental Consulting
& Technology of
North Carolina, PLLC
To: Teresa Rodriguez — North Carolina Division of Water Resources (NCDWR)
From: Christopher Wu — ECT
CC: Lance Metzler, Ronald Tate — Rockingham County; Garrett Weeks, Ted
Sullivan — NTE Carolinas II, LLC
Date: July 19, 2017
Re: North Carolina National Pollutant Discharge Elimination System Permit
Intake Location Modification
Rockingham County (Applicant) previously submitted a National Pollutant Discharge
Elimination System (NPDES) permit application to the North Carolina Division of Water
Resources (DWR) to provide water and wastewater services for the proposed Reidsville
Energy Center (REC), a natural gas -fired combined cycle electric generating facility to be
located in Rockingham County, North Carolina. The REC will require an approximately
6.8 mile water supply pipeline that withdraws water from the Dan River in the vicinity of
Madison, NC to provide process water, the majority of which will be used as cooling tower
makeup water.
Since Rockingham County's previous submittal, the proposed location of the intake
structure was moved slightly upstream to the neighboring property as depicted in the
attached figures. The design and operation of the intake will remain the same.
The purpose of this memorandum is to provide DWR with the updated intake location as
well as supplemental figures.
N \PRJ\NTE ENERGY\LKC NPDES\MEMO\NPDES INTAKE LOCATION MODIFICATION DOCX

July 11_9f 2 E_,/
Page 2
FIGURES
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Home WaterResources L 95 Arlington St.
Brighton, MA 02135
803-606.8343
C June 13, 2017
TECHNICAL MEMORANDUM
To: Chris Wu, ECT Pages: 10
CC:
Subject: Effluent Discharge Modeling: Dan River
From: Matt Hodge, Hodge.WaterResources, LLC; Kelly Smith, Hodge.WaterResources, LLC
1.0 INTRODUCTION
The purpose of this technical memorandum is to describe the modeling completed by
Hodge.WaterResources, LLC (HWR) in support of the permitting of a surface water discharge to the Dan
River near Settle Bridge Road in Rockingham County, North Carolina. The proposed discharge will be part of
the Reidsville Energy Center (REC) but is being permitted by Rockingham County. The proposed discharge
structure will be a side -bank channel with a triangular geometry and a top channel width of 6 feet (ft). The
design discharge flow from the REC will be approximately 1.057 million gallons per day (MGD). The
discharged effluent water temperature will be a maximum of 30.64 degrees Fahrenheit (°F) (17.02 degrees
Celsius [°C]) above ambient water temperatures. Figure 1, provided on the following page, shows the
proposed discharge location.
HWR completed the modeling using the United States Environmental Protection Agency (US EPA)
supported CORMIX Mixing Zone Model version 10.0 GT. The modeling objectives were to (1) determine the
distance at which a 6.1-fold thermal dilution is achieved (required to meet North Carolina's Water Quality
Standards [NC WQS] for temperature rise resulting from a thermal discharge); and (2) determine compliance
with spatial limitations for a regulatory mixing zone. The primary findings of the CORMIX modeling effort are
as follows:
The length of the regulatory mixing zone will be 15.0 ft.
The regulatory mixing zone will make up approximately 2.5% of the river cross-section under 7Q10
flow conditions.
The remainder of this memorandum provides an overview of the ambient hydraulic conditions in the Dan
River near the proposed discharge location, a detailed description of the discharge structure and effluent
flow, the modeling approach, and the model results.
2.0 AMBIENT CONDITIONS
The Dan River in Rockingham County, North Carolina is a meandering freshwater river. River flow and water
depths vary depending on regional hydrology. The Dan River in Rockingham County flows northeast across
the state border into Virginia. In Virginia, the Dan River joins the Roanoke River, and the Roanoke River
crosses back into North Carolina on its way to Albermade Sound. The proposed outfall location is
approximately 40 ft northeast of the Settle Bridge Road bridge on State Route 2145 and approximately
22.5 miles (mi) upstream of the Virginia state border.

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Figure 1: Proposed Outfall Location Ho SkWaterResources
Dan River, North Carolina
0 250 500 750 1,000 N Proposed Outfall Service Layer Credits: Copyrght:©
2013 ESRI, kubed, GeoEye
April 19, 2017 Feet 0 USGS Stream Gage

Hodge WaterResources 95 Arlington St.
Brighton, MA 02135
803-606-8343
June 13, 2017
The United States Geological Survey (USGS) maintains a stream flow gage approximately 800 ft
downstream of Settle Bridge Road. The stream flow gage (ID: 02071000) is shown on Figure 1. The
watershed to that gage covers approximately 1,053 square miles (mi2). The USGS provides daily average
flow for the gage from December 1, 1939 through the present day. The USGS also provides water surface
elevation and daily average flow from October 1, 1998 to the present day. Figure 2 shows the annual low
flow (lowest observed daily average flow for a given year) for the entire period of record.
1,000
900
19
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800
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300 • • • • • • •
•
100 • • • • • 7Q10 summer: 162 cfs •
•
0 ,— --- —
1937 1957 1977 1997 2017
Figure 2: USGS Gage 02071000 Annual Low Flow, 1939 - 2016
Annual low flow ranges between 63 and 698 cubic feet per second (cfs). According to the North Carolina
Department of Environmental Quality (NC DEQ) and the USGS, the lowest 7-day average flow with a return
period of 10 years (7Q10) that occurs in the summer season (May through October) is 162 cfs and the 7Q10
that occurs in the winter season (November through April) is 343 cfs. The 7Q10 flow is the flow that is used
in determining compliance with ambient water quality criteria and the limits of a mixing zone. In order to
conduct the mixing zone analysis, it is necessary to know the water surface elevation associated with the
7Q10 flow. Figure 3 plots daily average flow versus water surface elevation. HWR used this information to
develop a rating curve (also shown in Figure 3) for the location. HWR determined the water surface elevation
at the USGS gage that would occur with the summer 7Q10 flow to be 513.0 ft relative to North American
Vertical Datum 1988 (NAVD88) and the water surface elevation that would occur with the winter 7Q10 flow to
be 513.5 ft NAVD88.
3.0 DISCHARGE CONFIGURATION AND EFFLUENT CHARACTERIZATION
The outfall is proposed to be located at a point approximately 40 ft downstream of Settle Bridge Road on the
eastern bank of the Dan River. HWR used the 7Q10 water surface elevation and the site -specific bathymetric
survey of the Dan River at the point of the proposed outfall to develop the river cross-section shown in
Figure 4. Under summer 7Q10 flow conditions, the average water depth is 2.3 ft and the maximum water
depth is 3.0 ft while under winter 7Q10 flow conditions, the average water depth is 2.8 ft and the maximum
water depth is 3.5 ft.
3

Hodge Nate rResourcesl 95 Arlington St.
Brighton, MA 02135
803-606-8343
June 13, 2017
2
7Q10 summer
1.8 Flow: 162 cfs
Gage Ht: 0.75 ft
1.6 7Q10 winter •
Flow: 343 cfs
1.4 Gage Ht: 1.22 ftI
1.2---- - - - - -----------
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= 1
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0.8 1
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0.6
1 • USGS Data
1
0.4 t • Rating Curve
Gage Datum:
0.2 1 512.26 ft NAVD88
1
1
0 )k -- ,
0 100 200 300 400 500
River Flow (cfs)
Figure 3: USGS Gage 02071000 Rating Curve (0-500 cfs)
545
540 west
east
535
> 530
Q
z
! 525
c
0
520
7Q10 winter: 513.5
w
515
Survey_514_1_____
---------
Survey Flow:
585 cfs
7Q10 Flows:
510
7Q10 summer: 513.0 Bottom: 510.0 summer:
162 cfs
winter:
343 cfs
505
- - - -
0
50 100 150 200 250 300
350
Stationing along Cross Section at Settle Bridge Centerline (ft),
Left Bank is 0 Facing Upstream
Figure 4: Dan River Cross -Section at Proposed Outfall
4

HodgsOaterResources 95 Arlington St.
Brighton, MA 02135
803-606-8343
June 13, 2017
Environmental Consulting and Technology of North Carolina, PLLC (ECT) provided HWR with a description
of the conceptual discharge structure and the effluent characterization. The discharge structure is proposed
to be a side -bank discharge through an open channel. The channel preliminary design is included with this
technical memorandum as Attachment 1. The channel will be a triangular channel with a maximum top width
of 6 ft and a maximum channel depth of 1 ft. The longitudinal slope of the channel is 0.406 ft/ft. The elevation
at the toe of the channel is 514.1 ft NAVD88.
The design flow for the REC is 1.057 MGD, which will be released to the proposed discharge structure
through a 12-inch force main. In order to model the side -bank discharge, it is necessary to determine the
channel flow depth at the point where the channel meets the Dan River. HWR determined the flow depth in
the discharge channel assuming open -channel flow conditions in the 50-ft channel using Manning's
Equation. The calculated flow depth is 0.278 ft (from the Manning's Equation, assuming a discharge flow of
1.057 MGD, a triangular channel geometry with 3:1 [h:v] side slopes, a channel slope of 0.406 ft/ft, and a
Manning's coefficient of 0.035). The proposed channel will have a design flow depth of approximately 0.3 ft
and a design discharge velocity of 7.0 feet per second (fps) at the proposed design flow.
The predicted effluent temperature above river ambient temperature (AT) is 17.56 °F (9.76 °C) in the
summer and 30.64 °F (17.02 °C) in the winter.
4.0 REGULATORY CONSIDERATIONS
The NC WQS limit effluent temperatures to 2.8 °C (5.04 °F) above ambient water temperature, and in no
case to exceed 32 °C (89.6 °F) (15A NCAC 02B.0211 (18)). The maximum AT for the proposed discharge
will require a 6.1-fold dilution in order to meet the NC WQS. The distance from the point of discharge to
where the NCWQS are met is called the regulatory mixing zone, and HWR determined the required size of
the regulatory mixing zone based on the following CORMIX modeling.
5.0 MODELING APPROACH
In order to understand the size of the allowable regulatory mixing zone for the effluent to mix with the Dan
River and demonstrate effluent concentrations below the relevant NCWQS, HWR conducted mixing zone
modeling with the CORMIX model. CORMIX is a mathematical modeling tool developed for the analysis,
prediction, and design of aqueous systems discharging conventional pollutants into water bodies. CORMIX
version 10.0 GT Module 3 is an appropriate tool for evaluating a side -bank discharge to a river.
The CORMIX model requires the user to specify a number of boundary conditions and model parameters in
order to generate model predictions of mixing behavior. These boundary conditions and model parameters
can be grouped into three general categories.
1. Effluent
2. Ambient
3. Discharge
Table 1 provides a listing of the boundary conditions and model parameters within each category, the
selected values, and a brief explanation of the rationale for each selected value. HWR determined the
regulatory mixing zone based on the worst -case scenario of summertime low flows, which reduce available
dilution, and wintertime AT, which maximizes the needed dilution. HWR also ran a wintertime scenario and a
summertime scenario to give context to the worst case scenario. HWR ran the CORMIX model with the
configurations described in Table 1 for the proposed discharge. For each scenario the surface heat

HHodgeatorResources 95 Arlington St.
Brighton, MA 02135
803-606-8343
June 13, 2017
exchange coefficient was set to 0 Watts/square meter/°C (W/m2/°C). The CORMIX model only uses surface
heat exchange as a method for heat loss. By setting the coefficient to 0 W/m2/°C, the only dissipation of heat,----'
is through mixing with ambient water which provides a conservative assessment of the required mixing zone.
Table 1: CORMIX Model Inputs
Parameter
Selected Value
Rationale
English
Metric*
EFFLUENT:
Effluent Flow Rate
1.057 MGD
0.0463 m3/s
Design flow value provided by ECT
Effluent Temperature**
Average ambient +AT value from ECT
Mixing Zone
92.08'F
33.38'C
Winter
79.61'F
26.45'C
Summer
92.63'F
33.68'C
AMBIENT:
Manning's n
0.025
=
For a clean, straight channel
Ambient Temperature
Determined by ECT
Mixing Zone
61.44'F
16.36'C
Winter
48.97'F
9.42'C
Summer
75.07'F
23.93'C
DISCHARGE:
Channel Side
Right
=
Preliminary design
Discharge Configuration
Flush
=
Preliminary design
Horiz. Angle of Discharge (o)
90
=
Channel perpendicular to river bank
Channel Bottom Slope (deg)
22.11
=
Preliminary design
Local Depth at Discharge Outlet
0.28 ft
0.09 m
Assumed to meet CORMIX requirement
Channel Top Width
1.80 ft
0.55 m
Calculated per design flow & Manning's Equation
Equivalent Rectangular Width
0.84 ft
0.26 m
Calculated from actual channel area
Channel Depth
0.28 ft
0.09 m
Calculated per design flow & Manning's Equation
* CORMIX output files report results in Metric, so HWR elected to convert all English input values to the Metric system
to facilitate comparison of inputs and outputs.
'* ECT has noted that these values are used to represent change in temperature from ambient to understand the range
of buoyancy -driven mixing and compare the spatial extent of the thermal plume. These values do not necessarily
represent estimates of actual temperature of the discharged effluent.
6.0 MODEL RESULTS
CORMIX provides predicted concentrations and dilution factors along the centerline of the discharge plume.
Table 2 presents the centerline distance traveled downriver from the outfall (denoted as X), the centerline
distance traveled laterally across the river (denoted as Y), the cumulative travel distance, and the dilution
factor achieved. The regulatory mixing zone is established based on the cumulative travel distance. The
results from the summer scenario and the winter scenario are provided below in Table 2 to give context to
the mixing zone (worst -case) scenario.

HodgseNaterResources 95 Arlington St.
Brighton, MA 02135
803-606-8343
June 13, 2017
Table 2: Chronic Mixing Zone Dimensions
Distance Travel Time Dilution
Scenario X (ft)* Y (ft)** (ft)*** (sec) Factor
Mixing Zone 4.8 14.3 15.0 5.7 6.1
Winter 6.0 12.0 , 13.4 5.0 6.1
Summer 1.7 9.9 10.1 2.5 3.5
X = distance from discharge along ambient current direction.
** Y = distance from discharge across the river.
*** Total distance from discharge using X and Y componen
W
Figure 5 plots the regulatory mixing zone relative to the proposed discharg oint. The model files that
Table 2 and Figure 5 are based on are included with this memorandum as Attachment 2.
The proposed regulatory mixing zone is 15.0 ft, and over this distance CORMIX predicts that the plume will
include the entire water column. This represents 2.4% of the river cross-section under 7Q10 flow conditions.
7.0 REFERENCES
MixZon, 2014. CORMIX User Manual: A Hydrodynamic Mixing Zone Model and Decision Support System for
Pollutant Discharges into Surface Waters.
7

Figure 5: Proposed Mixing Zone
Dan River, North Carolina
0 250 500 750 1,000
April 19.2017 Feet
* Proposed OAa
LProposed Regulatory Mixing Zone
dodSe Wate rResources
Service Layer Credits Copyright©
2013 ESRI, cubed. GeoEye

Hodge WaterResources
Attachment 1: Preliminary Discharge Design
95 Arlington St.
Brighton, MA 02135
803-606-8343
June 8, 2017

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Home WaterResources
Attachment 2: CORMIX Model Files (Digital Attachment)
95 Arlington St.
Brighton, MA 02135
803-606-8343
June 8, 2017
10

NTE_channel_final.ses
4/25/2017
CORMIX SESSION REPORT:
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
CORMIX MIXING
ZONE
EXPERT SYSTEM
CORMIX
Version
1O.OG
HYDRO3:Version-10.0.0.0
July,2016
SITE NAME/LABEL:
NTE Dan River
DESIGN CASE:
Side Bank
Channel Discharge
FILE NAME:
T:\Projects\P026
NTE\03 Deliverable\Modeling
\CORMIX\NTE channel final.prd
Using subsystem CORMIX3: Buoyant Surface
Discharges
Start of session:
04/25/2017--17:45:13
SUMMARY OF INPUT DATA:
-----------------------------------------------------------------------------
AMBIENT PARAMETERS:
Cross-section
= bounded
Width
BS
= 38.40 m
Channel regularity
ICHREG
= 3
Ambient flowrate
QA
= 4.59 m^3/s Cf-b
Average depth
HA
= 0.70 m
Depth at discharge
HD
= 0.70 m
Ambient velocity
UA
= 0.1704 m/s
Darcy-Weisbach friction factor
F
= 0.0552
Calculated from Manning's n
= 0.025
Wind velocity
UW
= 0 m/s
Stratification Type
STRCND
= U
Surface temperature
= 16.36 degC —
Bottom temperature
= 16.36 degC
Calculated FRESH -WATER DENSITY
values:
Surface density
RHOAS
= 998.8858 kg/m^3
Bottom density
RHOAB
= 998.8858 kg/m^3
-----------------------------------------------------------------------------
DISCHARGE PARAMETERS:
Surface
Discharge
Discharge located on
= right bank/shoreline
Discharge configuration
= flush discharge
Distance from bank to outlet
DISTB
= 0 m
Discharge angle
SIGMA
= 90 deg
Depth near discharge outlet
HDO
= 0.08 m
Bottom slope at discharge
SLOPE
= 22.11 deg
Rectangular discharge:
Discharge cross-section area AO
= 0.021566 m^2
Discharge channel width
BO
= 0.254508 m
Discharge channel depth
HO
= 0.084734 m
Discharge aspect ratio
AR
= 0.332934
Discharge flowrate
QO
= 0.046310 m^3/s I,bs W,7)
Discharge velocity
UO
= 2.15 m/s'
Discharge temperature (freshwater)
= 33.38 degC 92°r-
Corresponding density
RHOO
= 994.5764 kg/m^3
Density difference
DRHO
= 4.3093 kg/m^3
Buoyant acceleration
GPO
= 0.0423 m/s^2
Discharge concentration
CO
= 100 mg/l
Surface heat exchange coeff.
KS
= 0 m/s
Coefficient of decay
KD
= 0 /s
------------------------------
DISCHARGE/ENVIRONMENT LENGTH SCALES:
----------------------------------------------
LQ = 0.15 m Lm = 1.85
m
Lbb = 0.40 m
LM = 4.00 m
-----------------------------------------------------------------------------
NON-DIMENSIONAL PARAMETERS:
Densimetric Froude number
FRO
= 27.24 (based on LQ)
Channel densimetric Froude no.
FRCH
= 35.87 (based on HO)
Velocity ratio
R
= 12.60
MIXING ZONE / TOXIC DILUTION ZONE / AREA OF INTEREST PARAMETERS:
1

NTE_channel_final.ses
4/25/2017
Toxic discharge = no
Water quality standard specified = no
Regulatory mixing zone = no
Region of interest = 396.24 m downstream
*****************************************************************************
HYDRODYNAMIC CLASSIFICATION:
------------------------
FLOW CLASS = SA1
------------------------
Limiting Dilution S = (QA/QO)+ 1.0 = 100.1
*****************************************************************************
MIXING ZONE EVALUATION (hydrodynamic and regulatory summary):
-----------------------------------------------------------------------------
X-Y-Z Coordinate system:
Origin is located at WATER SURFACE and at
centerline of
discharge channel:
0 m from the right bank/shore.
Number of display steps NSTEP = 100 per
-----------------------------------------------------------------------------
module.
NEAR-FIELD REGION (NFR) CONDITIONS :
Note: The NFR is the zone of strong initial mixing. It
has no regulatory
implication. However, this information
may be useful
for the discharge
designer because the mixing in the NFR
is usually sensitive to the
discharge design conditions.
Pollutant concentration at NFR edge c
= 4.9825 mg/l
Dilution at edge of NFR s
= 20.1
NFR Location: x
= 61.95 m -
(centerline coordinates) y
= 4.92 m
z
= 0 m
NFR plume dimensions: half -width (bh)
= 5.01 m
thickness (bv)
= 0.47 m
Cumulative travel time: 290.2106 sec.
-----------------------------------------------------------------------------
Buoyancy assessment:
The effluent density is less than the surrounding ambient water
density at the discharge level.
Therefore, the effluent is POSITIVELY BUOYANT and will tend to rise towards
the surface.
-----------------------------------------------------------------------------
FAR-FIELD MIXING SUMMARY:
Plume becomes vertically fully mixed WITHIN NEAR -FIELD at 0 m
downstream, but RE -STRATIFIES LATER and is not mixed in the far -field.
Plume becomes laterally fully mixed at 133.07 m
downstream.
-----------------------------------------------------------------------------
PLUME BANK CONTACT SUMMARY:
Plume in bounded section contacts nearest bank at 0 m downstream.
Plume contacts second bank at 133.07 m downstream.
************************ TOXIC DILUTION ZONE SUMMARY ************************
No TDZ was specified for this simulation.
********************** REGULATORY MIXING ZONE SUMMARY ***********************
No RMZ and no ambient water quality standard have been specified.
********************* FINAL DESIGN ADVICE AND COMMENTS **********************
REMINDER: The user must take note that HYDRODYNAMIC MODELING by any known
technique is NOT AN EXACT SCIENCE.
Extensive comparison with field and laboratory data has shown that the
CORMIX predictions on dilutions and concentrations (with associated
plume geometries) are reliable for the majority of cases and are accurate
to within about +-50% (standard deviation).
As a further safeguard, CORMIX will not give predictions whenever it judges
the design configuration as highly complex and uncertain for prediction.
2

NTE_channel_final.prd
4/25/2017
CORMIX3 PREDICTION FILE:
333333333333333333333333333333333333333333333333333333333333333333333333333333
33
CORMIX MIXING ZONE EXPERT SYSTEM
Subsystem CORMIX3: Buoyant Surface Discharges
CORMIX Version 1O.OG
HYDRO3 Version 10.0.0.0 July 2016
------------------------------------------------------------------------------
------------------------------------------------------------------------------
CASE DESCRIPTION
Site name/label: NTE Dan River
Design case: Side Bank Channel Discharge
FILE NAME: T:\...Deliverable\Modeling\CORMIX\NTE_channel_final.prd
Time stamp: 04/25/2017--17:45:13
ENVIRONMENT PARAMETERS (metric units)
Bounded
section
BS =
38.40
AS = 26.92
QA
= 4.59 ICHREG= 3
HA =
0.70
HD = 0.70
UA =
0.170
F = 0.055
USTAR
=0.1415E-01
UW =
0.000
UWSTAR=0.0000E+00
Uniform
density environment
STRCND=
U
RHOAM = 998.8857
DISCHARGE
PARAMETERS (metric units)
BANK =
RIGHT
DISTB = 0.00
Configuration: flush_ discharge
SIGMA =
90.00
HDO = 0.08
SLOPE
= 22.11 deg.
Rectangular
channel geometry:
BO =
0.255
HO = 0.085
AO
=0.2157E-01 AR = 0.333
UO =
2.147
QO = 0.046
=0.4631E-01
RHO0 =
994.5764
DRHOO =0.4309E+01
GPO
=0.4231E-01
CO =0.1000E+03
CUNITS= mg/1
IPOLL =
1
KS =0.0000E+00
KD
=0.0000E+00
FLUX VARIABLES (metric units)
QO =0.4631E-01 MO =0.9945E-01 JO =0.1959E-02
Associated length scales (meters)
LQ = 0.15 LM = 4.00 Lm = 1.85 Lb = 0.40
NON -DIMENSIONAL PARAMETERS
FRO = 27.24 FRCH = 35.87 R = 12.60
FLOW CLASSIFICATION
333333333333333333333333333333333333333333
3 Flow class (CORMIX3) = SA1 3
3 Applicable layer depth HS = 0.70 3
3 Limiting Dilution S=QA/QO= 100.06 3
333333333333333333333333333333333333333333
MIXING ZONE / TOXIC DILUTION / REGION OF INTEREST PARAMETERS
CO =0.1000E+03 CUNITS= mg/l
NTOX = 0
NSTD = 0
REGMZ = 0
XINT = 396.24 XMAX = 396.24
X-Y-Z COORDINATE SYSTEM:
ORIGIN is located at the WATER SURFACE and at center of discharge
channel/outlet: 0.00 m from the RIGHT bank/shore.
X-axis points downstream
Y-axis points to left as seen by an observer looking downstream
Z-axis points vertically upward (in CORMIX3, all values Z = 0.00)
1

NTE channel final.prd
4/25/2017
NSTEP = 100 display intervals per module
------------------------------------------------------------------------------
------------------------------------------------------------------------------
BEGIN MOD301: DISCHARGE MODULE
Efflux conditions:
X Y Z S C
BV
BH
TT
0.00 0.00 0.00 1.0 0.100E+03
0.08
0.13
.00000E+00
END OF MOD301: DISCHARGE MODULE
------------------------------------------------------------------------------
------------------------------------------------------------------------------
BEGIN MOD302: ZONE OF FLOW ESTABLISHMENT
Control volume inflow:
X Y Z S C
BV
BH
TT
0.00 0.00 0.00 1.0 0.100E+03
0.08
0.13
.00000E+00
Profile definitions:
BV = Gaussian 1/e (37%) vertical thickness
BH = Gaussian 1/e (37%) horizontal half -width,
normal
to trajectory
S = hydrodynamic centerline dilution
C = centerline concentration (includes reaction efects,
if
any)
TT = Cumulative travel time
Control volume outflow:
SIGMAE= 89.46
X Y Z S C
BV
BH
TT
0.01 0.76 0.00 1.0 0.100E+03
0.12
0.17
.35558E+00
Cumulative travel time = 0.3556 sec
( 0.00
hrs)
END OF MOD302: ZONE OF FLOW ESTABLISHMENT
------------------------------------------------------------------------------
------------------------------------------------------------------------------
BEGIN CORSURF (MOD310): BUOYANT SURFACE JET - NEAR -FIELD
REGION
Surface jet in deep crossflow with shoreline -attachment.
Profile definitions:
BV = Gaussian 1/e (37%) vertical thickness
BH = Gaussian 1/e (37%) horizontal half -width,
normal
to trajectory
S = hydrodynamic centerline dilution
C = centerline concentration (includes reaction efects,
if
any)
TT = Cumulative travel time
X Y Z S C
BV
BH
TT
0.01 0.76 0.00 1.0 0.100E+03
0.12
0.17
.35558E+00
0.09 1.57 0.00 1.9 0.534E+02
0.22
0.31
.87447E+00
0.23 2.25 0.00 2.6 0.392E+02
0.29
0.41
.15041E+01
0.46 2.90 0.00 3.4 0.298E+02
0.36
0.52
.23433E+01
0.78 3.52 0.00 4.3 0.232E+02
0.45
0.64
.34303E+01
1.10 3.97 0.00 5.2 0.193E+02
0.52
0.74
.45048E+01
�.57 4.49 0.00 6.4 0.157E+02
0.60
0.87
.61265E+01
2.09 4.95 0.00 7.6 0.132E+02
0.68
0.98
.80588E+01
Jet/plume becomes VERTICALLY FULLY MIXED over
the local
ambient
water depth.
BV = water depth (vertically mixed)
2.31 5.12 0.00 8.1 0.124E+02
0.71
1.02
.80588E+01
2.65 5.36 0.00 8.2 0.122E+02
0.70
1.04
.98965E+01
3.12. 5.66 0.00 8.4 0.119E+02
0.70
1.06
.11361E+02
I

NTE_channel_final.prd
4/25/2017
3.71
6.02
0.00
8.6
0.116E+02
0.70
1.09
.13256E+02
4.32
6.36
0.00
8.8
0.114E+02
0.70
1.11
.15215E+02
4.94
6.68
0.00
9.0
0.111E+02
0.70
1.14
.17233E+02
5.57
6.98
0.00
9.2
0.109E+02
0.70
1.16
.19306E+02
6.07
7.21
0.00
9.3
0.108E+02
0.70
1.18
.21000E+02
6.72
7.48
0.00
9.4
0.106E+02
0.70
1.21
.23161E+02
7.36
7.73
0.00
9.7
0.104E+02
0.70
1.23
.25366E+02
8.02
7.97
0.00
9.9
0.101E+02
0.70
1.25
.27612E+02
8.54
8.15
0.00
10.1
0.991E+01
0.70
1.27
.29437E+02
9.20
8.37
0.00
10.3
0.968E+01
0.70
1.29
.31751E+02
9.87
8.57
0.00
10.6
0.947E+01
0.70
1.32
.34100E+02
10.54
8.76
0.00
10.8
0.928E+01
0.70
1.34
.36481E+02
11.07
8.91
0.00
10.9
0.914E+01
0.70
1.36
.38409E+02
11.75
9.08
0.00
11.2
0.897E+01
0.70
1.38
.40845E+02
12.42
9.25
0.00
11.3
0.881E+01
0.70
1.40
.43309E+02
13.10
9.40
0.00
11.5
0.866E+01
0.70
1.42
.45801E+02
13.78
9.55
0.00
11.7
0.853E+01
0.70
1.44
.48318E+02
14.33
9.66
0.00
11.9
0.842E+01
0.70
1.45
.50349E+02
15.01
9.79
0.00
12.1
0.830E+01
0.70
1.47
.52909E+02
15.70
9.92
0.00
12.2
0.818E+01
0.70
1.49
.55492E+02
16.38
10.03
0.00
12.4
0.807E+01
0.70
1.51
.58097E+02
16.93
10.12
0.00
12.5
0.798E+01
0.70
1.53
.60197E+02
17.62
10.22
0.00
12.7
0.788E+01
0.70
1.55
.62839E+02
18.31
10.32
0.00
12.8
0.779E+01
0.70
1.56
.65501E+02
19.00
10.40
0.00
13.0
0.770E+01
0.70
1.58
.68181E+02
19.55
10.47
0.00
13.1
0.763E+01
0.70
1.60
.70339E+02
20.24
10.55
0.00
13.3
0.754E+01
0.70
1.62
.73052E+02
20.93
10.62
0.00
13.4
0.747E+01
0.70
1.63
.75782E+02
21.63
10.68
0.00
13.5
0.739E+01
0.70
1.65
.78529E+02
22.32
10.74
0.00
13.7
0.732E+01
0.70
1.67
.81291E+02
22.87
10.79
0.00
13.8
0.726E+01
0.70
1.68
.83513E+02
23.57
10.84
0.00
13.9
0.719E+01
0.70
1.70
.86303E+02
24.26
10.88
0.00
14.0
0.713E+01
0.70
1.71
.89108E+02
24.96
10.92
0.00
14.1
0.707E+01
0.70
1.73
.91928E+02
25.51
10.94
0.00
14.2
0.702E+01
0.70
1.74
.94194E+02
26.21
10.97
0.00
14.4
0.696E+01
0.70
1.76
.97038E+02
26.90
10.99
0.00
14.5
0.691E+01
0.70
1.77
.99896E+02
27.60
11.01
0.00
14.6
0.685E+01
0.70
1.79
.10277E+03
28.16
11.02
0.00
14.7
0.681E+01
0.70
1.80
.10507E+03
28.85
11.03
0.00
14.8
0.676E+01
0.70
1.82
.10796E+03
29.55
11.03
0.00
14.9
0.672E+01
0.70
1.83
.11087E+03
Maximum lateral extent of
recirculation bubble.
30.24
11.03
0.00
15.0
0.667E+01
0.70
1.85
.11379E+03
30.94
11.02
0.00
15.1
0.662E+01
0.70
1.86
.11671E+03
31.36
11.01
0.00
15.2
0.660E+01
0.70
1.87
.11671E+03
Jet/plume
RESTRATIFIES at
the above position.
BV = Gaussian 1/e
(37%)
vertical thickness
31.49
11.01
0.00
16.2
0.616E+01
0.70
2.77
.11944E+03
32.19
10.99
0.00
16.3
0.613E+01
0.70
2.77
.12345E+03
32.89
10.97
0.00
16.4
0.611E+01
0.70
2.78
.12744E+03
33.58
10.93
0.00
16.4
0.608E+01
0.70
2.79
.13142E+03
34.14
10.90
0.00
16.5
0.606E+01
0.70
2.79
.13459E+03
34.83
10.85
0.00
16.6
0.603E+01
0.70
2.80
.13855E+03
35.52
10.80
0.00
16.7
0.600E+01
0.70
2.81
.14249E+03
36.22
10.73
0.00
16.8
0.597E+01
0.70
2.82
.14642E+03
36.77
10.68
0.00
16.8
0.594E+01
0.70
2.84
.14956E+03
37.46
10.61
0.00
16.9
0.591E+01
0.69
2.91
.15347E+03
38.15
10.53
0.00
17.0
0.588E+01
0.67
2.97
.15737E+03
38.84
10.44
0.00
17.1
0.585E+01
0.66
3.04
.16126E+03
39.53
10.35
0.00
17.2
0.582E+01
0.65
3.11
.16515E+03
40.08
10.27
0.00
17.3
0.579E+01
0.64
3.16
.16825E+03
40.77
10.17
0.00
17.4
0.576E+01
0.63
3.22
.17211E+03
41.46
10.07
0.00
17.5
0.573E+01
0.62
3.29
.17597E+03
42.15
9.95
0.00
17.5
0.570E+01
0.61
3.35
.17982E+03

NTE channel final.prd
4/25/2017
42.70
9.86
0.00
17.6
0.568E+01
0.61
3.40
.18289E+03
43.38
9.74
0.00
17.7
0.565E+01
0.60
3.46
.18673E+03
44.07
9.62
0.00
17.8
0.562E+01
0.59
3.52
.19056E+03
44.75
9.49
0.00
17.9
0.559E+01
0.59
3.58
.19438E+03
45.29
9.38
0.00
18.0
0.556E+01
0.58
3.63
.19743E+03
45.98
9.24
0.00
18.1
0.554E+01
0.57
3.69
.20124E+03
46.66
9.10
0.00
18.2
0.551E+01
0.57
3.75
.20504E+03
47.34
8.96
0.00
18.2
0.548E+01
0.56
3.81
.20883E+03
48.02
8.81
0.00
18.3
0.545E+01
0.55
3.87
.21262E+03
48.56
8.68
0.00
18.4
0.543E+01
0.55
3.91
.21564E+03
49.24
8.53
0.00
18.5
0.541E+01
0.55
3.97
.21942E+03
49.91
8.37
0.00
18.6
0.538E+01
0.54
4.03
.22319E+03
50.59
8.20
0.00
18.7
0.536E+01
0.53
4.09
.22696E+03
51.13
8.07
0.00
18.7
0.534E+01
0.53
4.13
.22997E+03
51.81
7.90
0.00
18.8
0.531E+01
0.53
4.19
.23372E+03
52.48
7.72
0.00
18.9
0.529E+01
0.52
4.24
.23747E+03
53.15
7.55
0.00
19.0
0.526E+01
0.52
4.30
.24122E+03
53.69
7.40
0.00
19.1
0.524E+01
0.51
4.34
.24421E+03
54.36
7.22
0.00
19.2
0.522E+01
0.51
4.40
.24794E+03
55.03
7.03
0.00
19.2
0.520E+01
0.51
4.45
.25167E+03
55.70
6.84
0.00
19.3
0.518E+01
0.50
4.51
.25540E+03
56.37
6.65
0.00
19.4
0.515E+01
0.50
4.56
.25912E+03
56.90
6.49
0.00
19.5
0.514E+01
0.49
4.60
.26210E+03
57.57
6.30
0.00
19.5
0.512E+01
0.49
4.66
.26581E+03
58.24
6.10
0.00
19.6
0.509E+01
0.49
4.71
.26952E+03
58.90
5.89
0.00
19.7
0.507E+01
0.48
4.77
.27322E+03
59.43
5.73
0.00
19.8
0.506E+01
0.48
4.81
.27618E+03
60.10
5.52
0.00
19.9
0.504E+01
0.48
4.86
.27988E+03
60.76
5.31
0.00
19.9
0.502E+01
0.48
4.91
.28357E+03
61.42
5.09
0.00
20.0
0.500E+01
0.47
4.97
.28726E+03
61.95
4.92
0.00
20.1
0.498E+01
0.47
5.01
.29021E+03
End of RECIRCULATION
BUBBLE
for shoreline -attached
jet motion.
Dilution
in recirculation
bubble
= 27.2
Corresponding concentration
= 0.367E+01
Cumulative
travel time =
290.2106 sec
(
0.08 hrs)
END OF CORSURF (MOD310): BUOYANT SURFACE JET - NEAR -FIELD REGION
------------------------------------------------------------------------------
------------------------------------------------------------------------------
** End of NEAR -FIELD REGION (NFR) **
------------------------------------------------------------------------------
The initial plume WIDTH/THICKNESS VALUE in the next far -field module will be
CORRECTED by a factor 1.07 to conserve the mass flux in the far -field!
Some lateral bank/shore interaction occurs at end othe near -field.
In the next prediction module, the jet/plume centerline will be set
to follow the bank/shore.
------------------------------------------------------------------------------
BEGIN MOD341: BUOYANT AMBIENT SPREADING
Plume is ATTACHED to RIGHT bank/shore.
Plume width is now determined from RIGHT bank/shore.
Profile definitions:
BV = top -hat thickness,measured vertically
BH = top -hat half -width, measured horizontally from bank/shoreline
S = hydrodynamic average (bulk) dilution
C = average (bulk) concentration (includes reaction effects, if any)
4

NTE_channel_final.prd
TT = Cumulative travel time
4/25/2017
Plume Stage
2 (bank
attached):
X
Y
Z
S
C
BV
BH
TT
61.95
0.00
0.00
20.1
0.498E+01
0.50
10.73
.29021E+03
62.66
-0.00
0.00
20.3
0.493E+01
0.49
11.15
.29434E+03
63.37
-0.00
0.00
20.5
0.489E+01
0.48
11.56
.29848E+03
64.08
-0.00
0.00
20.6
0.484E+01
0.46
11.97
.30261E+03
64.79
-0.00
0.00
20.8
0.480E+01
0.45
12.36
.30674E+03
65.51
-0.00
0.00
21.0
0.476E+01
0.44
12.75
.31087E+03
66.22
-0.00
0.00
21.2
0.473E+01
0.43
13.14
.31500E+03
66.93
-0.00
0.00
21.3
0.469E+01
0.42
13.52
.31914E+03
67.64
-0.00
0.00
21.5
0.466E+01
0.42
13.89
.32327E+03
68.35
-0.00
0.00
21.6
0.462E+01
0.41
14.26
.32740E+03
69.06
-0.00
0.00
21.8
0.459E+01
0.40
14.62
.33153E+03
69.77
-0.00
0.00
21.9
0.456E+01
0.39
14.98
.33567E+03
70.48
-0.00
0.00
22.1
0.453E+01
0.39
15.33
.33980E+03
71.20
-0.00
0.00
22.2
0.451E+01
0.38
15.68
.34393E+03
71.91
-0.00
0.00
22.3
0.448E+01
0.37
16.03
.34806E+03
72.62
-0.00
0.00
22.5
0.445E+01
0.37
16.37
.35220E+03
73.33
-0.00
0.00
22.6
0.443E+01
0.36
16.71
.35633E+03
74.04
-0.00
0.00
22.7
0.440E+01
0.36
17.04
.36046E+03
74.75
-0.00
0.00
22.8
0.438E+01
0.35
17.38
.36459E+03
75.46
-0.00
0.00
23.0
0.436E+01
0.35
17.70
.36873E+03
76.17
-0.00
0.00
23.1
0.433E+01
0.34
18.03
.37286E+03
76.89
-0.00
0.00
23.2
0.431E+01
0.34
18.35
.37699E+03
77.60
-0.00
0.00
23.3
0.429E+01
0.34
18.67
.38112E+03
78.31
-0.00
0.00
23.4
0.427E+01
0.33
18.99
.38526E+03
79.02
-0.00
0.00
23.5
0.425E+01
0.33
19.30
.38939E+03
79.73
-0.00
0.00
23.6
0.423E+01
0.32
19.61
.39352E+03
80.44
-0.00
0.00
23.8
0.421E+01
0.32
19.92
.39765E+03
81.15
-0.00
0.00
23.9
0.419E+01
0.32
20.22
.40178E+03
81.86
-0.00
0.00
24.0
0.417E+01
0.31
20.53
.40592E+03
82.57
-0.00
0.00
24.1
0.415E+01
0.31
20.83
.41005E+03
83.29
-0.00
0.00
24.2
0.413E+01
0.31
21.12
.41418E+03
84.00
-0.00
0.00
24.3
0.412E+01
0.31
21.42
.41831E+03
84.71
-0.00
0.00
24.4
0.410E+01
0.30
21.71
.42245E+03
85.42
-0.00
0.00
24.5
0.408E+01
0.30
22.01
.42658E+03
86.13
-0.00
0.00
24.6
0.406E+01
0.30
22.30
.43071E+03
86.84
-0.00
0.00
24.7
0.405E+01
0.29
22.58
.43484E+03
87.55
-0.00
0.00
24.8
0.403E+01
0.29
22.87
.43898E+03
88.26
-0.00
0.00
24.9
0.401E+01
0.29
23.15
.44311E+03
88.98
-0.00
0.00
25.0
0.400E+01
0.29
23.44
.44724E+03
89.69
-0.00
0.00
25.1
0.398E+01
0.28
23.72
.45137E+03
90.40
-0.00
0.00
25.2
0.397E+01
0.28
23.99
.45551E+03
91.11
-0.00
0.00
25.3
0.395E+01
0.28
24.27
.45964E+03
91.82
-0.00
0.00
25.4
0.394E+01
0.28
24.55
.46377E+03
92.53
-0.00
0.00
25.5
0.392E+01
0.28
24.82
.46790E+03
93.24
-0.00
0.00
25.6
0.390E+01
0.27
25.09
.47204E+03
93.95
-0.00
0.00
25.7
0.389E+01
0.27
25.36
.47617E+03
94.67
-0.00
0.00
25.8
0.388E+01
0.27
25.63
.48030E+03
95.38
-0.00
0.00
25.9
0.386E+01
0.27
25.89
.48443E+03
96.09
-0.00
0.00
26.0
0.385E+01
0.27
26.16
.48856E+03
96.80
-0.00
0.00
26.1
0.383E+01
0.27
26.42
.49270E+03
97.51
-0.00
0.00
26.2
0.382E+01
0.26
26.69
.49683E+03
98.22
-0.00
0.00
26.3
0.380E+01
0.26
26.95
.50096E+03
98.93
-0.00
0.00
26.4
0.379E+01
0.26
27.21
.50509E+03
99.64
-0.00
0.00
26.5
0.378E+01
0.26
27.47
.50923E+03
100.35
-0.00
0.00
26.6
0.376E+01
0.26
27.72
.51336E+03
101.07
-0.00
0.00
26.7
0.375E+01
0.26
27.98
.51749E+03
101.78
-0.00
0.00
26.8
0.374E+01
0.26
28.23
.52162E+03
102.49
-0.00
0.00
26.9
0.372E+01
0.25
28.49
.52576E+03
103.20
-0.00
0.00
27.0
0.371E+01
0.25
28.74
.52989E+03
103.91
-0.00
0.00
27.1
0.370E+01
0.25
28.99
.53402E+03

NTE channel final.prd
4/25/2017
104.62
-0.00
0.00
27.2
0.368E+01
0.25
29.24
.53815E+03
105.33
-0.00
0.00
27.3
0.367E+01
0.25
29.49
.54229E+03
106.04
-0.00
0.00
27.4
0.366E+01
0.25
29.73
.54642E+03
106.76
-0.00
0.00
27.5
0.364E+01
0.25
29.98
.55055E+03
107.47
-0.00
0.00
27.5
0.363E+01
0.25
30.22
.55468E+03
108.18
-0.00
0.00
27.6
0.362E+01
0.24
30.47
.55882E+03
108.89
-0.00
0.00
27.7
0.360E+01
0.24
30.71
.56295E+03
109.60
-0.00
0.00
27.8
0.359E+01
0.24
30.95
.56708E+03
110.31
-0.00
0.00
27.9
0.358E+01
0.24
31.19
.57121E+03
111.02
-0.00
0.00
28.0
0.357E+01
0.24
31.43
.57534E+03
111.73
-0.00
0.00
28.1
0.355E+01
0.24
31.67
.57948E+03
112.45
-0.00
0.00
28.2
0.354E+01
0.24
31.91
.58361E+03
113.16
-0.00
0.00
28.3
0.353E+01
0.24
32.14
.58774E+03
113.87
-0.00
0.00
28.4
0.352E+01
0.24
32.38
.59187E+03
114.58
-0.00
0.00
28.5
0.351E+01
0.24
32.61
.59601E+03
115.29
-0.00
0.00
28.6
0.349E+01
0.23
32.85
.60014E+03
116.00
-0.00
0.00
28.7
0.348E+01
0.23
33.08
.60427E+03
116.71
-0.00
0.00
28.8
0.347E+01
0.23
33.31
.60840E+03
117.42
-0.00
0.00
28.9
0.346E+01
0.23
33.54
.61254E+03
118.13
-0.00
0.00
29.0
0.344E+01
0.23
33.77
.61667E+03
118.85
-0.00
0.00
29.1
0.343E+01
0.23
34.00
.62080E+03
119.56
-0.00
0.00
29.2
0.342E+01
0.23
34.23
.62493E+03
120.27
-0.00
0.00
29.3
0.341E+01
0.23
34.46
.62907E+03
120.98
-0.00
0.00
29.4
0.340E+01
0.23
34.68
.63320E+03
121.69
-0.00
0.00
29.5
0.339E+01
0.23
34.91
.63733E+03
122.40
-0.00
0.00
29.6
0.337E+01
0.23
35.13
.64146E+03
123.11
-0.00
0.00
29.7
0.336E+01
0.23
35.36
.64560E+03
123.82
-0.00
0.00
29.8
0.335E+01
0.23
35.58
.64973E+03
124.54
-0.00
0.00
30.0
0.334E+01
0.23
35.80
.65386E+03
125.25
-0.00
0.00
30.1
0.333E+01
0.22
36.02
.65799E+03
125.96
-0.00
0.00
30.2
0.332E+01
0.22
36.24
.66212E+03
126.67
-0.00
0.00
30.3
0.330E+01
0.22
36.46
.66626E+03
127.38
-0.00
0.00
30.4
0.329E+01
0.22
36.68
.67039E+03
128.09
-0.00
0.00
30.5
0.328E+01
0.22
36.90
.67452E+03
128.80
-0.00
0.00
30.6
0.327E+01
0.22
37.12
.67865E+03
129.51
-0.00
0.00
30.7
0.326E+01
0.22
37.34
.68279E+03
130.23
-0.00
0.00
30.8
0.325E+01
0.22
37.55
.68692E+03
130.94
-0.00
0.00
30.9
0.324E+01
0.22
37.77
.69105E+03
131.65
-0.00
0.00
31.0
0.322E+01
0.22
37.98
.69518E+03
132.36
-0.00
0.00
31.1
0.321E+01
0.22
38.20
.69932E+03
133.07
-0.00
0.00
31.2
0.320E+01
0.22
38.40
.70345E+03
Cumulative
travel
time =
703.4489
sec
(
0.20 hrs)
Plume is LATERALLY
FULLY MIXED at
the end of
the buoyant spreading
regime.
END OF MOD341: BUOYANT AMBIENT SPREADING
----------------------------------------
BEGIN MOD361: PASSIVE AMBIENT MIXING IN UNIFORM AMBIENT
Vertical diffusivity (initial value) = 0.199E-02 m^2/s
Horizontal diffusivity (initial value) = 0.993E-02 m^2/s
Profile definitions:
BV = Gaussian s.d.*sgrt(pi/2) (46%) thickness, measured vertically
= or equal to water depth, if fully mixed
BH = Gaussian s.d.*sgrt(pi/2) (46%) half -width,
measured horizontally in Y-direction
S = hydrodynamic centerline dilution
C = centerline concentration (includes reaction efects, if any)
TT = Cumulative travel time
Plume Stage 2 (bank attached):
N.

NTE_channel_final.prd
4/25/2017
X
Y
Z
S
c
BV
BH
TT
133.07
0.00
0.00
31.2
0.320E+01
0.22
38.40
.70345E+03
135.70
-0.00
0.00
31.2
0.320E+01
0.22
38.40
.71874E+03
138.33
-0.00
0.00
31.3
0.320E+01
0.22
38.40
.73403E+03
140.97
-0.00
0.00
31.3
0.320E+01
0.22
38.40
.74932E+03
143.60
-0.00
0.00
31.3
0.320E+01
0.22
38.40
.76461E+03
146.23
-0.00
0.00
31.3
0.319E+01
0.22
38.40
.77990E+03
148.86
-0.00
0.00
31.3
0.319E+01
0.22
38.40
.79520E+03
151.49
-0.00
0.00
31.3
0.319E+01
0.22
38.40
.81049E+03
154.12
-0.00
0.00
31.4
0.319E+01
0.22
38.40
.82578E+03
156.76
-0.00
0.00
31.4
0.319E+01
0.22
38.40
.84107E+03
159.39
-0.00
0.00
31.4
0.319E+01
0.22
38.40
.85636E+03
162.02
-0.00
0.00
31.4
0.318E+01
0.22
38.40
.87165E+03
164.65
-0.00
0.00
31.4
0.318E+01
0.22
38.40
.88694E+03
167.28
-0.00
0.00
31.4
0.318E+01
0.22
38.40
.90223E+03
169.91
-0.00
0.00
31.4
0.318E+01
0.22
38.40
.91753E+03
172.55
-0.00
0.00
31.5
0.318E+01
0.22
38.40
.93282E+03
175.18
-0.00
0.00
31.5
0.318E+01
0.22
38.40
.94811E+03
177.81
-0.00
0.00
31.5
0.318E+01
0.22
38.40
.96340E+03
180.44
-0.00
0.00
31.5
0.317E+01
0.22
38.40
.97869E+03
183.07
-0.00
0.00
31.5
0.317E+01
0.22
38.40
.99398E+03
185.70
-0.00
0.00
31.5
0.317E+01
0.22
38.40
.10093E+04
188.34
-0.00
0.00
31.5
0.317E+01
0.22
38.40
.10246E+04
190.97
-0.00
0.00
31.6
0.317E+01
0.22
38.40
.10399E+04
193.60
-0.00
0.00
31.6
0.317E+01
0.22
38.40
.10551E+04
196.23
-0.00
0.00
31.6
0.317E+01
0.22
38.40
.10704E+04
198.86
-0.00
0.00
31.6
0.316E+01
0.22
38.40
.10857E+04
201.49
-0.00
0.00
31.6
0.316E+01
0.22
38.40
.11010E+04
204.13
-0.00
0.00
31.6
0.316E+01
0.22
38.40
.11163E+04
206.76
-0.00
0.00
31.7
0.316E+01
0.22
38.40
.11316E+04
209.39
-0.00
0.00
31.7
0.316E+01
0.22
38.40
.11469E+04
212.02
-0.00
0.00
31.7
0.316E+01
0.22
38.40
.11622E+04
214.65
-0.00
0.00
31.7
0.315E+01
0.22
38.40
.11775E+04
217.28
-0.00
0.00
31.7
0.315E+01
0.22
38.40
.11928E+04
219.92
-0.00
0.00
31.7
0.315E+01
0.22
38.40
.12081E+04
222.55
-0.00
0.00
31.7
0.315E+01
0.22
38.40
.12234E+04
225.18
-0.00
0.00
31.8
0.315E+01
0.22
38.40
.12386E+04
227.81
-0.00
0.00
31.8
0.315E+01
0.22
38.40
.12539E+04
230.44
-0.00
0.00
31.8
0.315E+01
0.22
38.40
.12692E+04
233.07
-0.00
0.00
31.8
0.314E+01
0.22
38.40
.12845E+04
235.71
-0.00
0.00
31.8
0.314E+01
0.22
38.40
.12998E+04
238.34
-0.00
0.00
31.8
0.314E+01
0.22
38.40
.13151E+04
240.97
-0.00
0.00
31.9
0.314E+01
0.22
38.40
.13304E+04
243.60
-0.00
0.00
31.9
0.314E+01
0.22
38.40
.13457E+04
246.23
-0.00
0.00
31.9
0.314E+01
0.22
38.40
.13610E+04
248.86
-0.00
0.00
31.9
0.313E+01
0.22
38.40
.13763E+04
251.50
-0.00
0.00
31.9
0.313E+01
0.22
38.40
.13916E+04
254.13
-0.00
0.00
31.9
0.313E+01
0.22
38.40
.14068E+04
256.76
-0.00
0.00
31.9
0.313E+01
0.22
38.40
.14221E+04
259.39
-0.00
0.00
32.0
0.313E+01
0.22
38.40
.14374E+04
262.02
-0.00
0.00
32.0
0.313E+01
0.22
38.40
.14527E+04
264.66
-0.00
0.00
32.0
0.313E+01
0.22
38.40
.14680E+04
267.29
-0.00
0.00
32.0
0.312E+01
0.22
38.40
.14833E+04
269.92
-0.00
0.00
32.0
0.312E+01
0.22
38.40
.14986E+04
272.55
-0.00
0.00
32.0
0.312E+01
0.22
38.40
.15139E+04
275.18
-0.00
0.00
32.1
0.312E+01
0.22
38.40
.15292E+04
277.81
-0.00
0.00
32.1
0.312E+01
0.22
38.40
.15445E+04
280.45
-0.00
0.00
32.1
0.312E+01
0.22
38.40
.15598E+04
283.08
-0.00
0.00
32.1
0.311E+01
0.22
38.40
.15750E+04
285.71
-0.00
0.00
32.1
0.311E+01
0.23
38.40
.15903E+04
288.34
-0.00
0.00
32.1
0.311E+01
0.23
38.40
.16056E+04
290.97
-0.00
0.00
32.2
0.311E+01
0.23
38.40
.16209E+04
293.60
-0.00
0.00
32.2
0.311E+01
0.23
38.40
.16362E+04
296.24
-0.00
0.00
32.2
0.311E+01
0.23
38.40
.16515E+04

NTE channel final.prd
4/25/2017
298.87
-0.00
0.00
32.2
0.311E+01
0.23
38.40
.16668E+04
301.50
-0.00
0.00
32.2
0.310E+01
0.23
38.40
.16821E+04
304.13
-0.00
0.00
32.2
0.310E+01
0.23
38.40
.16974E+04
306.76
-0.00
0.00
32.2
0.310E+01
0.23
38.40
.17127E+04
309.39
-0.00
0.00
32.3
0.310E+01
0.23
38.40
.17280E+04
312.03
-0.00
0.00
32.3
0.310E+01
0.23
38.40
.17433E+04
314.66
-0.00
0.00
32.3
0.310E+01
0.23
38.40
.17585E+04
317.29
-0.00
0.00
32.3
0.309E+01
0.23
38.40
.17738E+04
319.92
-0.00
0.00
32.3
0.309E+01
0.23
38.40
.17891E+04
322.55
-0.00
0.00
32.3
0.309E+01
0.23
38.40
.18044E+04
325.18
-0.00
0.00
32.4
0.309E+01
0.23
38.40
.18197E+04
327.82
-0.00
0.00
32.4
0.309E+01
0.23
38.40
.18350E+04
330.45
-0.00
0.00
32.4
0.309E+01
0.23
38.40
.18503E+04
333.08
-0.00
0.00
32.4
0.309E+01
0.23
38.40
.18656E+04
335.71
-0.00
0.00
32.4
0.308E+01
0.23
38.40
.18809E+04
338.34
-0.00
0.00
32.4
0.308E+01
0.23
38.40
.18962E+04
340.97
-0.00
0.00
32.5
0.308E+01
0.23
38.40
.19115E+04
343.61
-0.00
0.00
32.5
0.308E+01
0.23
38.40
.19267E+04
346.24
-0.00
0.00
32.5
0.308E+01
0.23
38.40
.19420E+04
348.87
-0.00
0.00
32.5
0.308E+01
0.23
38.40
.19573E+04
351.50
-0.00
0.00
32.5
0.307E+01
0.23
38.40
.19726E+04
354.13
-0.00
0.00
32.5
0.307E+01
0.23
38.40
.19879E+04
356.77
-0.00
0.00
32.6
0.307E+01
0.23
38.40
.20032E+04
359.40
-0.00
0.00
32.6
0.307E+01
0.23
38.40
.20185E+04
362.03
-0.00
0.00
32.6
0.307E+01
0.23
38.40
.20338E+04
364.66
-0.00
0.00
32.6
0.307E+01
0.23
38.40
.20491E+04
367.29
-0.00
0.00
32.6
0.307E+01
0.23
38.40
.20644E+04
369.92
-0.00
0.00
32.6
0.306E+01
0.23
38.40
.20797E+04
372.56
-0.00
0.00
32.7
0.306E+01
0.23
38.40
.20950E+04
375.19
-0.00
0.00
32.7
0.306E+01
0.23
38.40
.21102E+04
377.82
-0.00
0.00
32.7
0.306E+01
0.23
38.40
.21255E+04
380.45
-0.00
0.00
32.7
0.306E+01
0.23
38.40
.21408E+04
383.08
-0.00
0.00
32.7
0.306E+01
0.23
38.40
.21561E+04
385.71
-0.00
0.00
32.7
0.306E+01
0.23
38.40
.21714E+04
388.35
-0.00
0.00
32.7
0.305E+01
0.23
38.40
.21867E+04
390.98
-0.00
0.00
32.8
0.305E+01
0.23
38.40
.22020E+04
393.61
-0.00
0.00
32.8
0.305E+01
0.23
38.40
.22173E+04
396.24
-0.00
0.00
32.8
0.305E+01
0.23
38.40
.22326E+04
Cumulative
travel time =
2232.5713
sec
(
0.62 hrs)
Simulation
limit based on maximum
specified distance
= 396.24
m.
This is
the REGION
OF INTEREST
limitation.
END OF MOD361: PASSIVE AMBIENT MIXING IN UNIFORM AMBIENT
CORMIX3: Buoyant Surface Discharges End of Prediction File
333333333333333333333333333333333333333333333333333333333333333333333333333333
33

) l o ¢ t r zr � 'I-4xz
CORMIX SESSION REPORT:
CORMIX MIXING ZONE EXPERT SYSTEM
CORMIX Version 10.0E
HYDRO3:Version-10.0.1.0 April,2017
SITE NAME/LABEL: NTE Dan River
DESIGN CASE: Side Bank Channel Discharge- Winter
FILE NAME: C:\Program Files (x86)\CORMIX 10.0\Sample Files\Samplel.prd
Using subsystem CORMIX3: Buoyant Surface Discharges
Start of session: 06/05/2017--18:48:06
*****************rt**rtrt************rtrt****rtrtrtrt*rtrt**rt*rtrtrtrtrtrtrt**rtrt*****rt***rt***rtrt
SUMMARY OF INPUT DATA:
-----------------------------------------------------------------------------
AMBIENT PARAMETERS:
Cross-section - bounded
Width BS = 41.76 m- ( W4 •0"
Channel regularity
ICHREG =
3
Ambient flowrate
QA -
9.71 m-3/s
Average depth
HA =
0.84 m
Depth at discharge
HD -
0.84 m
Ambient velocity
UA -
0.2768 m/s
Darcy-Weisbach friction factor
F =
0.0520
Calculated from Manning's n
=
0.025
Wind velocity
UW =
0 m/s
Stratification Type
STRCND
= U
Surface temperature
= 9.43 degC
Bottom temperature
=
9.43 degC
Calculated FRESH -WATER DENSITY
values:
343 cis w �Q iv
41r0F
Surface density
RHOAS
= 999.7500 kg/m^3
Bottom density
-------------------------------------------------------------------
RHOAB
- 999.7500 kg/m^3
DISCHARGE PARAMETERS:
Surface
Discharge
Discharge located on
- right bank/shoreline
Discharge configuration
= flush discharge
Distance from bank to outlet
DISTB
= 0 m
Discharge angle
SIGMA
= 90 deg
Depth near discharge outlet
HDO
= 0.08 m
Bottom slope at discharge
SLOPE
= 22.11 deg
Rectangular discharge:
Discharge cross-section area
AO
= 0.021565 m^2
Discharge channel width
BO
= 0.254508 m
Discharge channel depth
HO
= 0.084734 m
Discharge aspect ratio
AR
= 0.332933
Discharge flowrate
QO
= 0.04631 m-3/s
Discharge velocity
UO
= 2.15 m/s 7 9J
Discharge temperature (freshwater)
= 26.45 degC
Corresponding density
RHOO
= 996.6637 kg/m^3
Density difference
DRHO
= 3.0863 kg/m^3
Buoyant acceleration
GPO
= 0.0303 m/s^2
Discharge concentration
CO
= 100 mg/1
Surface heat exchange coeff.
KS
= 0 m/s
Coefficient of decay
KD
= 0 /s
---------------------------------------------------------
DISCHARGE/ENVIRONMENT LENGTH SCALES:
LQ - 0.15 m Lm - 1.14 m Lbb - 0.07 m
LM = 4.73 m

---------------------------
NON-DIMENSIONAL PARAMETERS:
Densimetric Froude number FRO = 32.21 (based on LQ)
Channel densimetric Froude no. FRCH = 42.40 (based on HO)
Velocity ratio R = 7.76
-----------------------------------------------------------------------------
MIXING ZONE / TOXIC DILUTION ZONE / AREA OF INTEREST PARAMETERS:
Toxic discharge = no
Water quality standard specified = no
Regulatory mixing zone = no
Region of interest = 420 m downstream
*****************************************************************************
HYDRODYNAMIC CLASSIFICATION:
------------------------
FLOW CLASS = SA1
------------------------
Limiting Dilution S = (QA/QO)+ 1.0 = 210.7
MIXING ZONE EVALUATION (hydrodynamic and regulatory summary):
-----------------------------------------------------------------------------
X-Y-Z Coordinate system:
Origin is located at WATER SURFACE and at centerline of discharge channel:
0 m from the right bank/shore.
Number of display steps NSTEP = 100 per module.
-----------------------------------------------------------------------------
NEAR-FIELD REGION (NFR) CONDITIONS :
Note: The NFR is the zone of strong initial mixing. It has no regulatory
implication. However, this information may be useful for the discharge
designer because the mixing in the NFR is usually sensitive to the
discharge design conditions.
Pollutant concentration at NFR edge c = 5.3461 mg/1
Dilution at edge of NFR s = 18.7
NFR Location: x = 35.10 m
(centerline coordinates) y = 2.53 m
z = 0 m —
NFR plume dimensions: half -width (bh) = 2.56 m
thickness (bv) = 0.51 m
Cumulative travel time: 106.9616 sec.
-----------------------------------------------------------------------------
Buoyancy assessment:
The effluent density is less than the surrounding ambient water
density at the discharge level.
Therefore, the effluent is POSITIVELY BUOYANT and will tend to rise towards
the surface.
-----------------------------------------------------------------------------
FAR-FIELD MIXING SUMMARY:
Plume becomes vertically fully mixed at 346.09 m downstream
and laterally fully mixed at 259.32 m downstream.
-----------------------------------------------------------------------------
PLUME BANK CONTACT SUMMARY:
Plume in bounded section contacts nearest bank at 0 m downstream.
Plume contacts second bank at 259.32 m downstream.
************************ TOXIC DILUTION ZONE SUMMARY ************************

xxxxxxxxxxxxxxxxxxxxxxxx TOXIC DILUTION ZONE SUMMARY xxxxxxxxxxxxxxxxxxxxxxxx
No TDZ was specified for this simulation.
xxxxxxxxxxxxxxxxxxxxxx REGULATORY MIXING ZONE SUMMARY xxxxxxxxxxxxxxxxxxxxxxx
No RMZ and no ambient water quality standard have been specified.
xxxxxxxxxxxxxxxxxxxxx FINAL DESIGN ADVICE AND COMMENTS xxxxxxxxxxxxxxxxxxxxxx
REMINDER: The user must take note that HYDRODYNAMIC MODELING by any known
technique is NOT AN EXACT SCIENCE.
Extensive comparison with field and laboratory data has shown that the
CORMIX predictions on dilutions and concentrations (with associated
plume geometries) are reliable for the majority of cases and are accurate
to within about +-50% (standard deviation).
As a further safeguard, CORMIX will not give predictions whenever it judges
the design configuration as highly complex and uncertain for prediction.

CORMIX3 PREDICTION FILE:
33333333333333333333333333333333333333333333333333333333333333333333333333333333
CORMIX MIXING ZONE EXPERT SYSTEM
Subsystem CORMIX3: Buoyant Surface Discharges
CORMIX Version 10.0E
HYDRO3 Version 10.0.1.0 April 2017
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
CASE DESCRIPTION
Site name/label: NTE Dan River
Design case: Side Bank Channel Discharge- Winter
FILE NAME: C:\... Files (x86)\CORMIX 10.0\Sample Files\Samplel.prd
Time stamp: 06/05/2017--18:48:06
ENVIRONMENT PARAMETERS (metric units)
Bounded section
BS = 41.76 AS = 35.08 QA = 9.71 ICHREG= 3
HA = 0.84 HD = 0.84
UA = 0.277 F = 0.052 USTAR =0.2231E-01
UW = 0.000 UWSTAR=0.0000E+00
Uniform density environment
STRCND= U RHOAM = 999.7499
DISCHARGE PARAMETERS (metric units)
BANK = RIGHT DISTB = 0.00 Configuration: flush_ discharge
SIGMA = 90.00 HDO = 0.08 SLOPE = 22.11 deg.
Rectangular channel geometry:
BO = 0.255 HO = 0.085 AO =0.2157E-01 AR =
UO = 2.147 QO = 0.046 =0.4631E-01
RHOO = 996.6637 DRHOO =0.3086E+01 GPO =0.3027E-01
CO =0.1000E+03 CUNITS= mg/1
IPOLL = 1 KS =0.0000E+00 KD =0.0000E+00
FLUX VARIABLES (metric units)
QO =0.4631E-01 MO =0.9945E-01 JO =0.1402E-02
Associated length scales (meters)
LQ = 0.15 LM = 4.73 Lm = 1.14 Lb
NON -DIMENSIONAL PARAMETERS
FRO = 32.21 FRCH = 42.40 R = 7.76
FLOW CLASSIFICATION
333333333333333333333333333333333333333333
3 Flow class (CORMIX3) = SA1 3
3 Applicable layer depth HS = 0.84 3
3 Limiting Dilution S=QA/QO= 210.67 3
333333333333333333333333333333333333333333
MIXING ZONE / TOXIC DILUTION / REGION OF INTEREST PARAMETERS
CO =0.1000E+03 CUNITS= mg/l
NTOX = 0
NSTD = 0
REGMZ = 0
XINT = 420.00 XMAX = 420.00
X-Y-Z COORDINATE SYSTEM:
0.333
0.07

X-Y-Z COORDINATE SYSTEM:
ORIGIN is located at the WATER SURFACE and at center of discharge
channel/outlet: 0.00 m from the RIGHT bank/shore.
X-axis points downstream
Y-axis points to left as seen by an observer looking downstream
Z-axis points vertically upward (in CORMIX3, all values Z - 0.00)
NSTEP = 100 display intervals per module
--------------------------------------------------------------------------
--------------------------------------------------------------------------
BEGIN MOD301: DISCHARGE MODULE
Efflux conditions:
X Y Z S C BV BH TT
0.00 0.00 0.00 1.0 0.100E+03 0.08 0.13 .00000E+00
END OF MOD301: DISCHARGE MODULE
---------------------------------------------------------------------------
---------------------------------------------------------------------------
BEGIN MOD302: ZONE OF FLOW ESTABLISHMENT
Control volume inflow:
X Y Z S C BV BH TT
0.00 0.00 0.00 1.0 0.100E+03 0.08 0.13 .00000E+00
Profile definitions:
BV = Gaussian 1/e (37%) vertical thickness
BH = Gaussian 1/e (37%) horizontal half -width, normal to trajectory
S = hydrodynamic centerline dilution
C = centerline concentration (includes reaction efects, if any)
TT = Cumulative travel time
Control volume outflow: SIGMAS= 89.14
X Y Z S C BV BH TT
0.01 0.93 0.00 1.0 0.100E+03 0.12 0.17 .43113E+00
Cumulative travel time = 0.4311 sec ( 0.00 hrs)
END OF MOD302: ZONE OF FLOW ESTABLISHMENT
---------------------------------------------------------------------------------
---------------------------------------------------------------------------------
BEGIN CORSURF (MOD310): BUOYANT SURFACE JET - NEAR -FIELD REGION
Surface jet in deep crossflow with shoreline -attachment.
Profile definitions:
BV = Gaussian 1/e (37%) vertical thickness
BH = Gaussian 1/e (37%) horizontal half -width, normal to trajectory
S = hydrodynamic centerline dilution
C = centerline concentration (includes reaction efects, if any)
TT = Cumulative travel time
X
Y
Z
S
C
BV
BH
TT
0.01
0.93
0.00
1.0
0.100E+03
0.12
0.17
.43113E+00
0.09
1.47
0.00
1.7
0.596E+02
0.19
0.28
.76281E+00
0.17
1.80
0.00
2.0
0.490E+02
0.23
0.33
.10247E+01
0.30
2.12
0.00
2.5
0.407E+02
0.27
0.38
.13416E+01
0.52
2.51
0.00
3.1
0.322E+02
0.32
0.46
.18610E+01

0.73
2.78
0.00
3.7
0.273E+02
0.36
0.52
.23295E+01
0.97
3.03
0.00
4.2
0.236E+02
0.40
0.58
.28671E+01
1.22
3.25
0.00
4.8
0.207E+02
0.44
0.63
.34708E+01
1.60
3.51
0.00
5.6
0.178E+02
0.48
0.69
.43690E+01
1.89
3.69
0.00
6.2
0.161E+02
0.51
0.74
.51031E+01
V 2.19
3.85
0.6d�
0.149E+02
0.54
0.78
.58809E+01
2.50
3.99
0.00
7.2
0.138E+02
0.56
0.81
.66960E+01
2.93
4.16
0.00
7.9
0.127E+02
0.59
0.85
.78311E+01
3.25
4.28
0.00
8.3
0.120E+02
0.61
0.88
.87130E+01
3.57
4.39
0.00
8.7
0.115E+02
0.63
0.90
.96170E+01
3.90
4.49
0.00
9.1
0.110E+02
0.64
0.93
.10540E+02
4.34
4.61
0.00
9.6
0.104E+02
0.66
0.96
.11797E+02
4.67
4.69
0.00
9.9
0.101E+02
0.67
0.98
.12755E+02
5.00
4.77
0.00
10.2
0.976E+01
0.68
1.01
.13725E+02
5.34
4.85
0.00
10.5
0.948E+01
0.69
1.03
.14706E+02
5.78
4.93
0.00
10.9
0.916E+01
0.69
1.06
.16028E+02
6.12
5.00
0.00
11.2
0.896E+01
0.70
1.08
.17028E+02
6.45
5.05
0.00
11.4
0.877E+01
0.70
1.10
.18035E+02
6.79
5.11
0.00
11.6
0.861E+01
0.70
1.13
.19048E+02
7.24
5.17
0.00
11.9
0.841E+01
0.70
1.15
.20406E+02
7.58
5.22
0.00
12.1
0.828E+01
0.70
1.18
.21429E+02
7.92
5.26
0.00
12.2
0.817E+01
0.70
1.20
.22456E+02
8.37
5.31
0.00
12.4
0.803E+01
0.69
1.22
.23831E+02
8.71
5.35
0.00
12.6
0.794E+01
0.69
1.24
.24865E+02
9.05
5.38
0.00
12.7
0.786E+01
0.69
1.26
.25902E+02
9.39
5.41
0.00
12.8
0.779E+01
0.68
1.28
.26940E+02
9.85
5.44
0.00
13.0
0.770E+01
0.68
1.31
.28328E+02
10.19
5.47
0.00
13.1
0.764E+01
0.67
1.33
.29370E+02
10.53
5.49
0.00
13.2
0.759E+01
0.67
1.35
.30413E+02
10.87
5.51
0.00
13.3
0.754E+01
0.66
1.37
.31458E+02
11.33
5.53
0.00
13.4
0.748E+01
0.66
1.39
.32852E+02
11.67
5.54
0.00
13.4
0.745E+01
0.65
1.41
.33898E+02
12.01
5.55
0.00
13.5
0.741E+01
0.65
1.43
.34944E+02
12.35
5.56
0.00
13.5
0.738E+01
0.64
1.45
.35991E+02
12.81
5.57
0.00
13.6
0.735E+01
0.63
1.47
.37388E+02
13.15
5.57
0.00
13.7
0.732E+01
0.63
1.49
.38435E+02
13.49
5.57
0.00
13.7
0.730E+01
0.62
1.51
.39483E+02
Maximum lateral extent of
recirculation bubble.
13.83
5.57
0.00
13.7
0.728E+01
0.62
1.53
.40530E+02
14.29
5.57
0.00
13.8
0.725E+01
0.61
1.55
.41926E+02
14.63
5.56
0.00
13.8
0.723E+01
0.60
1.57
.42973E+02
14.97
5.56
0.00
13.9
0.720E+01
0.60
1.59
.44020E+02
15.31
5.55
0.00
13.9
0.718E+01
0.59
1.61
.45068E+02
15.77
5.53
0.00
14.0
0.714E+01
0.59
1.63
.46464E+02
16.11
5.52
0.00
14.1
0.712E+01
0.58
1.65
.47512E+02
16.45
5.51
0.00
14.1
0.709E+01
0.58
1.67
.48559E+02
16.91
5.48
0.00
14.2
0.705E+01
0.58
1.69
.49956E+02
17.25
5.46
0.00
14.2
0.702E+01
0.57
1.71
.51004E+02
17.59
5.44
0.00
14.3
0.699E+01
0.57
1.73
.52052E+02
17.93
5.42
0.00
14.4
0.696E+01
0.57
1.74
.53100E+02
18.39
5.39
0.00
14.5
0.691E+01
0.56
1.77
.54498E+02
18.73
5.36
0.00
14.5
0.688E+01
0.56
1.78
.55547E+02
19.07
5.33
0.00
14.6
0.685E+01
0.56
1.80
.56596E+02
19.41
5.30
0.00
14.7
0.682E+01
0.56
1.82
.57645E+02
19.86
5.26
0.00((
14.8
0.677E+01
0.55
1.84
.59045E+02
20.20
5.23
0.06
14.8
0.674E+01
0.55
1.86
.60095E+02

20.54
5.19
0.00
14.9
0.671E+01
0.55
1.87
.61145E+02
20.8E
5.16
0.00
15.0
0.667E+01
0.55
1.89
.62195E+02
21.33
5.11
0.00
15.1
0.663E+01
0.54
1.91
.63596E+02
21.67
5.07
0.00
15.2
0.660E+01
0.54
1.93
.64647E+02
22.01
5.03
0.00
15.2
0.656E+01
0.54
1.95
.65698E+02
22.35
4.98
0.00
15.3
0.653E+01
0.54
1.96
.66750E+02
22.80
4.92
0.00
15.4
0.649E+01
0.54
1.98
.68152E+02
23.14
4.08
0.00
15.5
0.645E+01
0.54
2.00
.69204E+02
23.48
4.83
0.00
15.6
0.642E+01
0.53
2.02
.70257E+02
23.82
4.78
0.00
15.7
0.639E+01
0.53
2.03
.71310E+02
24.27
4.72
0.00
15.8
0.634E+01
0.53
2.06
.72714E+02
24.61
4.67
0.00
15.9
0.631E+01
0.53
2.07
.73768E+02
24.95
4.61
0.00
15.9
0.627E+01
0.53
2.09
.74822E+02
25.28
4.56
0.00
16.0
0.624E+01
0.53
2.10
.75876E+02
25.73
4.49
0.00
16.1
0.620E+01
0.53
2.13
.77282E+02
26.07
4.43
0.00
16.2
0.617E+01
0.53
2.14
.78337E+02
26.41
4.37
0.00
16.3
0.613E+01
0.52
2.16
.79392E+02
26.86
4.30
0.00
16.4
0.609E+01
0.52
2.18
.80800E+02
27.19
4.24
0.00
16.5
0.606E+01
0.52
2.20
.81856E+02
27.53
4.17
0.00
16.6
0.603E+01
0.52
2.21
.82913E+02
27.87
4.11
0.00
16.7
0.599E+01
0.52
2.23
.83970E+02
28.31
4.03
0.00
16.8
0.595E+01
0.52
2.25
.85380E+02
28.65
3.96
0.00
16.9
0.592E+01
0.52
2.26
.86437E+02
28.98
3.90
0.00
17.0
0.589E+01
0.52
2.28
.87495E+02
29.32
3.83
0.00
17.1
0.586E+01
0.52
2.30
.88554E+02
29.77
3.74
0.00
17.2
0.582E+01
0.52
2.32
.89966E+02
30.10
3.67
0.00
17.3
0.579E+01
0.52
2.33
.91025E+02
30.44
3.60
0.00
17.4
0.575E+01
0.52
2.35
.92085E+02
30.77
3.53
0.00
17.5
0.572E+01
0.52
2.36
.93145E+02
31.22
3.44
0.00
17.6
0.568E+01
0.52
2.38
.94559E+02
31.55
3.36
0.00
17.7
0.565E+01
0.52
2.40
.95620E+02
31.88
3.29
0.00
17.8
0.562E+01
0.51
2.42
.96681E+02
32.22
3.22
0.00
17.9
0.559E+01
0.51
2.43
.97743E+02
32.66
3.11
0.00
18.0
0.556E+01
0.51
2.45
.99159E+02
32.99
3.04
0.00
18.1
0.553E+01
0.51
2.47
.10022E+03
33.33
2.96
0.00
18.2
0.550E+01
0.51
2.48
.10128E+03
33.66
2.88
0.00
18.3
0.547E+01
0.51
2.50
.10235E+03
34.10
2.78
0.00
18.4
0.543E+01
0.51
2.52
.10377E+03
34.43
2.70
0.00
18.5
0.540E+01
0.51
2.53
.10483E+03
34.77
2.61
0.00
18.6
0.537E+01
0.51
2.55
.10590E+03
35.10
2.53
0.00
18.7
0.535E+01
0.51
2.56
.10696E+03
End of RECIRCULATION
BUBBLE
for shoreline -attached
jet
motion.
Dilution
in recirculation
bubble
= 26.1
Corresponding concentration
= 0.383E+01
Cumulative
travel time =
106.9616 sec
( 0.03 hrs)
END OF CORSURF (MOD310): BUOYANT SURFACE JET - NEAR -FIELD REGION
---------------------------------------------------------------------------------
---------------------------------------------------------------------------------
�,,A* End of NEAR -FIELD REGION (NFR) **
---------------------------------------------------------------------------------
The initial plume WIDTH/THICKNESS VALUE in the next far -field module will be
CORRECTED by a factor 1.09 to conserve the mass flux in the far -field!
Some lateral bank/shore interaction occurs at end othe near -field.

In the next prediction module, the jet/plume centerline will be set
to follow the bank/shore.
BEGIN MOD341: BUOYANT AMBIENT SPREADING
Plume is ATTACHED to RIGHT bank/shore.
Plume width is now determined from RIGHT bank/shore.
Profile definitions:
BV = top -hat thickness,measured vertically
BH = top -hat half -width, measured horizontally from bank/shoreline
S = hydrodynamic average (bulk) dilution
C = average (bulk) concentration (includes reaction effects, if any)
TT = Cumulative travel time
Plume Stage
2 (bank
attached):
X
Y
Z
S
C
BV
BH
IT
35.10
0.00
0.00
18.7
0.535E+01
0.56
5.58
.10696E+03
37.34
-0.00
0.00
19.3
0.517E+01
0.51
6.30
.11502E+03
39.58
-0.00
0.00
19.9
0.503E+01
0.47
6.97
.12309E+03
41.83
-0.00
0.00
20.4
0.490E+01
0.45
7.62
.13115E+03
44.07
-0.00
0.00
20.9
0.479E+01
0.42
8.24
.13921E+03
46.31
-0.00
0.00
21.4
0.468E+01
0.40
8.83
.14727E+03
48.55
-0.00
0.00
21.8
0.459E+01
0.39
9.41
.15533E+03
50.79
-0.00
0.00
22.2
0.449E+01
0.37
9.96
.16339E+03
53.04
-0.00
0.00
22.7
0.441E+01
0.36
10.51
.17146E+03
55.28
-0.00
0.00
23.1
0.432E+01
0.35
11.03
.17952E+03
57.52
-0.00
0.00
23.6
0.424E+01
0.34
11.55
.18758E+03
59.76
-0.00
0.00
24.0
0.417E+01
0.33
12.05
.19564E+03
62.01
-0.00
0.00
24.4
0.409E+01
0.32
12.55
.20370E+03
64.25
-0.00
0.00
24.9
0.402E+01
0.32
13.03
.21177E+03
66.49
-0.00
0.00
25.3
0.395E+01
0.31
13.50
.21983E+03
68.73
-0.00
0.00
25.8
0.387E+01
0.31
13.97
.22789E+03
70.97
-0.00
0.00
26.3
0.380E+01
0.30
14.43
.23595E+03
73.22
-0.00
0.00
26.8
0.373E+01
0.30
14.88
.24401E+03
75.46
-0.00
0.00
27.3
0.367E+01
0.30
15.32
.25207E+03
77.70
-0.00
0.00
27.8
0.360E+01
0.29
15.76
.26014E+03
79.94
-0.00
0.00
28.3
0.353E+01
0.29
16.19
.26820E+03
82.19
-0.00
0.00
28.9
0.347E+01
0.29
16.61
.27626E+03
84.43
-0.00
0.00
29.4
0.340E+01
0.29
17.03
.28432E+03
86.67
-0.00
0.00
30.0
0.333E+01
0.29
17.44
.29238E+03
88.91
-0.00
0.00
30.6
0.327E+01
0.29
17.85
.30044E+03
91.15
-0.00
0.00
31.2
0.321E+01
0.28
18.26
.30851E+03
93.40
-0.00
0.00
31.8
0.315E+01
0.28
18.65
.31657E+03
95.64
-0.00
0.00
32.4
0.308E+01
0.28
19.05
.32463E+03
97.88
-0.00
0.00
33.1
0.302E+01
0.28
19.44
.33269E+03
100.12
-0.00
0.00
33.8
0.296E+01
0.28
19.83
.34075E+03
102.37
-0.00
0.00
34.5
0.290E+01
0.28
20.21
.34882E+03
104.61
-0.00
0.00
35.2
0.284E+01
0.28
20.59
.35688E+03
106.85
-0.00
0.00
35.9
0.279E+01
0.29
20.96
.36494E+03
109.09
-0.00
0.00
36.6
0.273E+01
0.29
21.33
.37300E+03
111.33
-0.00
0.00
37.4
0.267E+01
0.29
21.70
.38106E+03
113.58
-0.00
0.00
38.2
0.262E+01
0.29
22.07
.38912E+03
115.82
-0.00
0.00
39.0
0.256E+01
0.29
22.43
.39719E+03
118.06
-0.00
0.00
39.8
0.251E+01
0.29
22.79
.40525E+03
120.30
-0.00
0.00
40.7
0.246E+01
0.29
23.14
.41331E+03

122.55
-0.00
0.00
41.6
0.241E+01
0.29
23.50
.42137E+03
124.79
-0.00
0.00
42.5
0.236E+01
0.30
23.85
.42943E+03
127.03
-0.00
0.00
43.4
0.231E+01
0.30
24.19
.43750E+03
129.27
-0.00
0.00
44.3
0.226E+01
0.30
24.54
.44556E+03
131.51
-0.00
0.00
45.3
0.221E+01
0.30
24.88
.45362E+03
133.76
-0.00
0.00
46.3
0.216E+01
0.31
25.22
.46168E+03
136.00
-0.00
0.00
47.3
0.212E+01
0.31
25.56
.46974E+03
138.24
-0.00
0.00
48.3
0.207E+01
0.31
25.90
.47780E+03
140.48
-0.00
0.00
49.3
0.203E+01
0.31
26.23
.48587E+03
142.73
-0.00
0.00
50.4
0.198E+01
0.32
26.56
.49393E+03
144.97
-0.00
0.00
51.5
0.194E+01
0.32
26.89
.50199E+03
147.21
-0.00
0.00
52.6
0.190E+01
0.32
27.22
.51005E+03
149.45
-0.00
0.00
53.8
0.186E+01
0.33
27.55
.51811E+03
151.69
-0.00
0.00
54.9
0.182E+01
0.33
27.87
.52618E+03
153.94
-0.00
0.00
56.1
0.178E+01
0.33
28.19
.53424E+03
156.18
-0.00
0.00
57.4
0.174E+01
0.33
28.51
.54230E+03
158.42
-0.00
0.00
58.6
0.171E+01
0.34
28.83
.55036E+03
160.66
-0.00
0.00
59.9
0.167E+01
0.34
29.14
.55842E+03
162.91
-0.00
0.00
61.2
0.164E+01
0.35
29.46
.56648E+03
165.15
-0.00
0.00
62.5
0.160E+01
0.35
29.77
.57455E+03
167.39
-0.00
0.00
63.8
0.157E+01
0.35
30.08
.58261E+03
169.63
-0.00
0.00
65.2
0.153E+01
0.36
30.39
.59067E+03
171.87
-0.00
0.00
66.6
0.150E+01
0.36
30.70
.59873E+03
174.12
-0.00
0.00
68.0
0.147E+01
0.37
31.01
.60679E+03
176.36
-0.00
0.00
69.5
0.144E+01
0.37
31.31
.61486E+03
178.60
-0.00
0.00
70.9
0.141E+01
0.37
31.62
.62292E+03
180.84
-0.00
0.00
72.4
0.138E+01
0.38
31.92
.63098E+03
183.09
-0.00
0.00
73.9
0.135E+01
0.38
32.22
.63904E+03
185.33
-0.00
0.00
75.5
0.132E+01
0.39
32.52
.64710E+03
187.57
-0.00
0.00
77.1
0.130E+01
0.39
32.82
.65516E+03
189.81
-0.00
0.00
78.7
0.127E+01
0.40
33.11
.66323E+03
192.05
-0.00
0.00
80.3
0.125E+01
0.40
33.41
.67129E+03
194.30
-0.00
0.00
82.0
0.122E+01
0.40
33.70
.67935E+03
196.54
-0.00
0.00
83.7
0.120E+01
0.41
34.00
.68741E+03
198.78
-0.00
0.00
85.4
0.117E+01
0.41
34.29
.69547E+03
201.02
-0.00
0.00
87.1
0.115E+01
0.42
34.58
.70353E+03
203.27
-0.00
0.00
88.9
0.113E+01
0.42
34.87
.71160E+03
205.51
-0.00
0.00
90.7
0.110E+01
0.43
35.15
.71966E+03
207.75
-0.00
0.00
92.5
0.108E+01
0.43
35.44
.72772E+03
209.99
-0.00
0.00
94.4
0.106E+01
0.44
35.73
.73578E+03
212.23
-0.00
0.00
96.2
0.104E+01
0.44
36.01
.74384E+03
214.48
-0.00
0.00
98.2
0.102E+01
0.45
36.30
.75191E+03
216.72
-0.00
0.00
100.1
0.999E+00
0.46
36.58
.75997E+03
218.96
-0.00
0.00
102.1
0.980E+00
0.46
36.86
.76803E+03
221.20
-0.00
0.00
104.1
0.961E+00
0.47
37.14
.77609E+03
223.45
-0.00
0.00
106.1
0.943E+00
0.47
37.42
.78415E+03
225.69
-0.00
0.00
108.1
0.925E+00
0.48
37.70
.79221E+03
227.93
-0.00
0.00
110.2
0.907E+00
0.48
37.98
.80028E+03
230.17
-0.00
0.00
112.3
0.890E+00
0.49
38.25
.80834E+03
232.41
-0.00
0.00
114.5
0.874E+00
0.49
38.53
.81640E+03
234.66
-0.00
0.00
116.6
0.857E+00
0.50
38.80
.82446E+03
236.90
-0.00
0.00
118.8
0.841E+00
0.51
39.08
.83252E+03
239.14
-0.00
0.00
121.1
0.826E+00
0.51
39.35
.84059E+03
241.38
-0.00
0.00
123.3
0.811E+00
0.52
39.62
.84865E+03
243.63
-0.00
0.00
125.6
0.796E+00
0.52
39.89
.85671E+03
245.87
-0.00
0.00
128.0
0.782E+00
0.53
40.16
.86477E+03

248.11
-0.00
0.00
130.3
0.767E+00
0.54
40.43
.87283E+03
250.35
-0.00
0.00
132.7
0.754E+00
0.54
40.70
.88089E+03
252.59
-0.00
0.00
135.1
0.740E+00
0.55
40.96
.88896E+03
254.84
-0.00
0.00
137.5
0.727E+00
0.56
41.23
.89702E+03
257.08
-0.00
0.00
140.0
0.714E+00
0.56
41.50
.90508E+03
259.32
-0.00
0.00
142.5
0.702E+00
0.57
41.76
.91314E+03
Cumulative
travel
time =
913.1425 sec
(
0.25 hrs)
Plume is LATERALLY
FULLY MIXED at the end of
the buoyant spreading
regime.
END OF MOD341: BUOYANT AMBIENT SPREADING
---------------------------------------------------------------------------------
BEGIN MOD361: PASSIVE AMBIENT MIXING IN UNIFORM AMBIENT
Vertical diffusivity (initial value) = 0.375E-02 m^2/s
Horizontal diffusivity (initial value) = 0.187E-01 m^2/s
Profile definitions:
BV = Gaussian s.d.*sgrt(pi/2) (46%) thickness, measured vertically
= or equal to water depth, if fully mixed
BH = Gaussian s.d.*sgrt(pi/2) (46%) half -width,
measured horizontally in Y-direction
S - hydrodynamic centerline dilution
C = centerline concentration (includes reaction efects, if any)
TT = Cumulative travel time
Plume Stage
2 (bank
attached):
X
Y
2
S
C
BV
BH
TT
259.32
0.00
0.00
142.5
0.702E+00
0.57
41.76
.91314E+03
260.93
-0.00
0.00
143.5
0.697E+00
0.57
41.76
.91892E+03
262.53
-0.00
0.00
144.4
0.692E+00
0.58
41.76
.92470E+03
264.14
-0.00
0.00
145.4
0.688E+00
0.58
41.76
.93047E+03
265.75
-0.00
0.00
146.4
0.683E+00
0.58
41.76
.93625E+03
267.35
-0.00
0.00
147.4
0.678E+00
0.59
41.76
.94203E+03
268.96
-0.00
0.00
148.4
0.674E+00
0.59
41.76
.94780E+03
270.57
-0.00
0.00
149.4
0.669E+00
0.60
41.76
.95358E+03
272.17
-0.00
0.00
150.5
0.665E+00
0.60
41.76
.95936E+03
273.78
-0.00
0.00
151.5
0.660E+00
0.60
41.76
.96514E+p3
275.39
-0.00
0.00
152.6
0.655E+00
0.61
41.76
.97091E+03
277.00
-0.00
0.00
153.6
0.651E+00
0.61
41.76
.97669E+03
278.60
-0.00
0.00
154.7
0.646E+00
0.62
41.76
.98247E+03
280.21
-0.00
0.00
155.8
0.642E+00
0.62
41.76
.98824E+03
281.82
-0.00
0.00
156.9
0.637E+00
0.63
41.76
.99402E+03
283.42
-0.00
0.00
158.0
0.633E+00
0.63
41.76
.99980E+03
285.03
-0.00
0.00
159.1
0.629E+00
0.63
41.76
.10056E+04
286.64
-0.00
0.00
160.2
0.624E+00
0.64
41.76
.10114E+04
288.24
-0.00
0.00
161.4
0.620E+00
0.64
41.76
.10171E+04
289.85
-0.00
0.00
162.5
0.615E+00
0.65
41.76
.10229E+04
291.46
-0.00
0.00
163.7
0.611E+00
0.65
41.76
.10287E+04
293.06
-0.00
0.00
164.9
0.607E+00
0.66
41.76
.10345E+04
294.67
-0.00
0.00
166.0
0.602E+00
0.66
41.76
.10402E+04
296.28
-0.00
0.00
167.2
0.598E+00
0.67
41.76
.10460E+04
297.88
-0.00
0.00
168.5
0.594E+00
0.67
41.76
.10518E+04
299.49
-0.00
0.00
169.7
0.589E+00
0.68
41.76
.10576E+04
301.10
-0.00
0.00
170.9
0.585E+00
0.68
41.76
.10633E+04
302.70
-0.00
0.00
172.2
0.581E+00
0.69
41.76
.10691E+04

304.31
-0.00
0.00
173.4
0.577E+00
0.69
41.76
.10749E+04
305.92
-0.00
0.00
174.7
0.572E+00
0.70
41.76
.10807E+04
307.52
-0.00
0.00
176.0
0.568E+00
0.70
41.76
.10865E+04
309.13
-0.00
0.00
177.3
0.564E+00
0.71
41.76
.10922E+04
310.74
-0.00
0.00
178.6
0.560E+00
0.71
41.76
.10980E+04
312.34
-0.00
0.00
179.9
0.556E+00
0.72
41.76
.11038E+04
313.95
-0.00
0.00
181.2
0.552E+00
0.72
41.76
.11096E+04
315.56
-0.00
0.00
182.6
0.548E+00
0.73
41.76
.11153E+04
317.16
-0.00
0.00
184.0
0.544E+00
0.73
41.76
.11211E+04
318.77
-0.00
0.00
185.3
0.540E+00
0.74
41.76
.11269E+04
320.38
-0.00
0.00
186.7
0.536E+00
0.74
41.76
.11327E+04
321.99
-0.00
0.00
188.1
0.532E+00
0.75
41.76
.11384E+04
323.59
-0.00
0.00
189.5
0.528E+00
0.76
41.76
.11442E+04
325.20
-0.00
0.00
191.0
0.524E+00
0.76
41.76
.11500E+04
326.81
-0.00
0.00
192.4
0.520E+00
0.77
41.76
.11558E+04
328.41
-0.00
0.00
193.8
0.516E+00
0.77
41.76
.11616E+04
330.02
-0.00
0.00
195.3
0.512E+00
0.78
41.76
.11673E+04
331.63
-0.00
0.00
196.8
0.508E+00
0.78
41.76
.11731E+04
333.23
-0.00
0.00
198.3
0.504E+00
0.79
41.76
.11789E+04
334.84
-0.00
0.00
199.8
0.501E+00
0.80
41.76
.11847E+04
336.45
-0.00
0.00
201.3
0.497E+00
0.80
41.76
.11904E+04
338.05
-0.00
0.00
202.9
0.493E+00
0.81
41.76
.11962E+04
339.66
-0.00
0.00
204.4
0.489E+00
0.81
41.76
.12020E+04
341.27
-0.00
0.00
206.0
0.486E+00
0.82
41.76
.12078E+04
342.87
-0.00
0.00
207.5
0.482E+00
0.83
41.76
.12136E+04
344.48
-0.00
0.00
209.1
0.478E+00
0.83
41.76
.12193E+04
Plume interacts
with
BOTTOM.
The passive
diffusion plume
becomes VERTICALLY
FULLY
MIXED within this
prediction
interval.
346.09
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.12251E+04
Effluent is
FULLY MIXED over
the entire channel
cross-section.
Except for
possible
far -field
decay or reaction
processes, there are
NO FURTHER
CHANGES
with downstream direction.
347.69
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.12309E+04
349.30
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.12367E+04
350.91
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.12424E+04
352.51
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.12482E+04
354.12
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.12540E+04
355.73
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.12598E+04
357.33
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.12655E+04
358.94
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.12713E+04
360.55
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.12771E+04
362.15
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.12829E+04
363.76
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.12887E+04
365.37
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.12944E+04
366.97
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.13002E+04
368.58
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.13060E+04
370.19
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.13118E+04
371.80
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.13175E+04
373.40
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.13233E+04
375.01
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.13291E+04
376.62
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.13349E+04
378.22
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.13406E+04
379.83
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.13464E+04
381.44
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.13522E+04
383.04
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.13580E+04

384.65
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.13638E+04
386.26
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.13695E+04
387.86
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.13753E+04
389.47
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.13811E+04
391.08
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.13869E+04
392.68
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.13926E+04
394.29
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.13984E+04
395.90
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.14042E+04
397.50
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.14100E+04
399.11
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.14158E+04
400.72
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.14215E+04
402.32
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.14273E+04
403.93
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.14331E+04
405.54
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.14389E+04
407.14
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.14446E+04
408.75
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.14504E+04
410.36
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.14562E+04
411.96
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.14620E+04
413.57
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.14677E+04
415.18
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.14735E+04
416.79
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.14793E+04
418.39
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.14851E+04
420.00
-0.00
0.00
210.7
0.475E+00
0.84
41.76
.14909E+04
Cumulative
travel
time =
1490.8577 sec
(
0.41 hrs)
Simulation limit based on maximum specified distance = 420.00 m.
This is the REGION OF INTEREST limitation.
END OF MOD361: PASSIVE AMBIENT MIXING IN UNIFORM AMBIENT
---------------------------------------------------------------------------------
---------------------------------------------------------------------------------
CORMIX3: Buoyant Surface Discharges End of Prediction File
33333333333333333333333333333333333333333333333333333333333333333333333333333333

CORMIX SESSION REPORT:
CORMIX MIXING ZONE EXPERT SYSTEM
CORMIX Version 10.0E
HYDRO3:Version-50.0.1.0 Apri1,2017
SITE NAME/LABEL: NTE Dan River
DESIGN CASE: Side Bank Channel Discharge- Summer
FILE NAME: C:\Program Files (x86)\CORMIX 50.0\Sample Files\Samplel.prd
Using subsystem CORMIX3: Buoyant Surface Discharges
Start of session: 06/05/2017--18:33:58
*****************************************************************************
SUMMARY OF INPUT DATA:
---------------------------------------------------------------------------
AMBIENT PARAMETERS:
Cross-section
= bounded
Width
BS
= 38.40 m
Channel regularity
ICHREG
= 3
Ambient flowrate
QA
= 4.59 m-3/s 2 G�%
Average depth
HA
- 0.71 m
Depth at discharge
HD
- 0.71 m
Ambient velocity
UA
= 0.1684 m/s
Darcy-Weisbach friction factor
F
= 0.0550
Calculated from Manning's n
= 0.025
Wind velocity
UW
- 0 m/s
Stratification Type
STRCND
= U
Surface temperature
= 23.93 degC 7 S
Bottom temperature
= 23.93 degC
Calculated FRESH -WATER DENSITY values:
Surface density
RHOAS
= 997.3146 kg/m^3
Bottom density
-------------------------------------------------------------------------
RHOAB
- 997.3146 kg/m^3
DISCHARGE PARAMETERS:
Surface
Discharge
Discharge located on
= right bank/shoreline
Discharge configuration
= flush discharge
Distance from bank to outlet
DISTB
= 0 m
Discharge angle
SIGMA
= 90 deg
Depth near discharge outlet
HDO
= 0.08 m
Bottom slope at discharge
SLOPE
= 22.11 deg
Rectangular discharge:
Discharge cross-section area
AO
= 0.021565 m^2
Discharge channel width
BO
= 0.254508 m
Discharge channel depth
HO
= 0.084734 m
Discharge aspect ratio
AR
= 0.332933
Discharge flowrate
QO
- 0.04631 m-3/s
Discharge velocity
UO
= 2.15 m/s
Discharge temperature (freshwater)
= 33.68 degC _
Corresponding density
RHOO
= 994.4768 kg/m^3
Density difference
DRHO
= 2.8378 kg/m^3
Buoyant acceleration
GPO
= 0.0279 m/s^2
Discharge concentration
CO
= 100 mg/1
Surface heat exchange coeff.
KS
= 0 m/s
Coefficient of decay
-------------------------------------------------------------------------
KD
= 0 /s
DISCHARGE/ENVIRONMENT LENGTH SCALES:
LQ = 0.15 m In - 1.87
m
Lbb = 0.27 m
LM = 4.93 m

NON -DIMENSIONAL PARAMETERS:
Densimetric Froude number FRO = 33.55 (based on LQ)
Channel densimetric Froude no. FRCH = 44.16 (based on HO)
Velocity ratio R = 12.76
-----------------------------------------------------------------------------
MIXING ZONE / TOXIC DILUTION ZONE / AREA OF INTEREST PARAMETERS:
Toxic discharge = no
Water quality standard specified = no
Regulatory mixing zone = no
Region of interest = 396.24 m downstream
k**********k***kkk***kkk*kk*k******kkkkk*kk*****kkkkk*kk******k**kk**kk**k***
HYDRODYNAMIC CLASSIFICATION:
------------------------
FLOW CLASS = SA1 I
------------------------
Limiting Dilution S = (QA/QO)+ 1.0 = 100.1
*kkk********k***k*kk*****k*k*k**M**********kkk*****************M**********kk*
MIXING ZONE EVALUATION (hydrodynamic and regulatory summary):
-----------------------------------------------------------------------------
X-Y-Z Coordinate system:
Origin is located at WATER SURFACE and at centerline of discharge channel:
0 m from the right bank/shore.
Number of display steps NSTEP = 100 per module.
-----------------------------------------------------------------------------
NEAR-FIELD REGION (NFR) CONDITIONS :
Note: The NFR is the zone of strong initial mixing. It has no regulatory
implication. However, this information may be useful for the discharge
designer because the mixing in the NFR is usually sensitive to the
discharge design conditions.
Pollutant concentration at NFR edge c - 4.245 mg/1
Dilution at edge of NFR s = 23.6
NFR Location: x = 68.42 m
(centerline coordinates) y = 4.14 m
z 0 m
NFR plume dimensions: half -width (bh) = 4.25 m
thickness (bv) 0.71 m
Cumulative travel time: 306.2789 sec.
-----------------------------------------------------------------------------
Buoyancy assessment:
The effluent density is less than the surrounding ambient water
density at the discharge level.
Therefore, the effluent is POSITIVELY BUOYANT and will tend to rise towards
the surface.
-----------------------------------------------------------------------------
FAR-FIELD MIXING SUMMARY:
Plume becomes vertically fully mixed WITHIN NEAR -FIELD at 0 m
downstream, but RE -STRATIFIES LATER and is not mixed in the far -field.
Plume becomes laterally fully mixed at 150.40 m
downstream.
-----------------------------------------------------------------------------
PLUME BANK CONTACT SUMMARY:
Plume in bounded section contacts nearest bank at 0 m downstream.
Plume contacts second bank at 150.40 m downstream.

PLUME BANK CONTACT SUMMARY:
Plume in bounded section contacts nearest bank at 0 m downstream.
Plume contacts second bank at 150.40 m downstream.
************************ TOXIC DILUTION ZONE SUMMARY ************************
No TDZ was specified for this simulation.
********************** REGULATORY MIXING ZONE SUMMARY ***********************
No RMZ and no ambient water quality standard have been specified.
FINAL DESIGN ADVICE AND COMMENTS
REMINDER: The user must take note that HYDRODYNAMIC MODELING by any known
technique is NOT AN EXACT SCIENCE.
Extensive comparison with field and laboratory data has shown that the
CORMIX predictions on dilutions and concentrations (with associated
plume geometries) are reliable for the majority of cases and are accurate
to within about +-50% (standard deviation).
As a further safeguard, CORMIX will not give predictions whenever it judges
the design configuration as highly complex and uncertain for prediction.

CORMIX3 PREDICTION FILE:
33333333333333333333333333333333333333333333333333333333333333333333333333333333
CORMIX MIXING ZONE EXPERT SYSTEM
Subsystem CORMIX3: Buoyant Surface Discharges
CORMIX Version 10.0E
HYDR03 Version 10.0.1.0 April 2017
---------------------------------------------------------------------------------
---------------------------------------------------------------------------------
CASE DESCRIPTION
Site name/label: NTE Dan River
Design case: Side Bank Channel Discharge- Summer
FILE NAME: C:\... Files (x86)\CORMIX 10.0\Sample Files\Samplel.prd
Time stamp: 06/05/2017--18:33:58
ENVIRONMENT PARAMETERS (metric units)
Bounded section
BS = 38.40 AS = 27.26 QA = 4.59 ICHREG= 3
HA = 0.71 HD = 0.71
UA = 0.168 F 0.055 USTAR =0.1395E-01
UW = 0.000 UWSTAR=0.0000E+00
Uniform density environment
STRCND= U RHOAM = 997.3146
DISCHARGE PARAMETERS (metric units)
BANK = RIGHT DISTB = 0.00 Configuration: flush_ discharge
SIGMA = 90.00 HDO = 0.08 SLOPE = 22.11 deg.
Rectangular channel geometry:
BO = 0.255 HO = 0.085 AO =0.2157E-01 AR =
UO = 2.147 QO = 0.046 =0.4631E-01
RHOO = 994.4767 DRHOO =0.2838E+01 GPO =0.2790E-01
CO =0.1000E+03 CUNITS= mg/1
IPOLL = 1 KS =0.0000E+00 KD =0.0000E+00
FLUX VARIABLES (metric units)
QO =0.4631E-01 MO =0.9945E-01 JO =0.1292E-02
Associated length scales (meters)
LQ = 0.15 LM = 4.93 Lm = 1.87 Lb
NON -DIMENSIONAL PARAMETERS
FRO = 33.55 FRCH = 44.16 R = 12.76
FLOW CLASSIFICATION
333333333333333333333333333333333333333333
3 Flow class (CORMIX3) SA1 3
3 Applicable layer depth HS = 0.71 3
3 Limiting Dilution S=QA/QO= 100.11 3
333333333333333333333333333333333333333333
MIXING ZONE / TOXIC DILUTION / REGION OF INTEREST PARAMETERS
CO =0.1000E+03 CUNITS= mg/1
NTOX = 0
NSTD = 0
REGMZ = 0
XINT = 396.24 XMAX = 396.24
X-Y-Z COORDINATE SYSTEM:
0.333
0.27

X-Y-Z COORDINATE SYSTEM:
ORIGIN is located at the WATER SURFACE and at center of discharge
channel/outlet: 0.00 m from the RIGHT bank/shore.
X-axis points downstream
Y-axis points to left as seen by an observer looking downstream
Z-axis points vertically upward (in CORMIX3, all values Z = 0.00)
NSTEP = 100 display intervals per module
---------------------------------------------------------------------
---------------------------------------------------------------------
BEGIN MOD301: DISCHARGE MODULE
Efflux conditions:
X Y Z S C BV BH TT
0.00 0.00 0.00 1.0 0.100E+03 0.08 0.13 .00000E+00
END OF MOD301: DISCHARGE MODULE
----------------------------------------------------------------------
----------------------------------------------------------------------
BEGIN MOD302: ZONE OF FLOW ESTABLISHMENT
Control volume inflow:
X Y Z S C BV BH TT
0.00 0.00 0.00 1.0 0.100E+03 0.08 0.13 .00000E+00
Profile definitions:
BV = Gaussian 1/e (37%) vertical thickness
BH = Gaussian 1/e (37%) horizontal half -width, normal to trajectory
S = hydrodynamic centerline dilution
C = centerline concentration (includes reaction efects, if any)
IT = Cumulative travel time
Control volume outflow: SIGMAS= 89.47
X Y Z S C BV BH IT
0.01 0.76 0.00 1.0 0.100E+03 0.12 0.16 .35348E+00
Cumulative travel time = 0.3535 sec ( 0.00 hrs)
END OF MOD302: ZONE OF FLOW ESTABLISHMENT
------------------------------------------------------------------------
------------------------------------------------------------------------
BEGIN CORSURF (MOD310): BUOYANT SURFACE JET - NEAR -FIELD REGION
Surface jet in deep crossflow with shoreline -attachment.
Profile definitions:
BV = Gaussian 1/e (37%) vertical thickness
BH = Gaussian 1/e (37%) horizontal half -width, normal to trajectory
S = hydrodynamic centerline dilution
C = centerline concentration (includes reaction efects, if any)
TT = Cumulative travel time
X
Y
Z
S
C
BV
BH
IT
0.01
0.76
0.00
1.0
0.100E+03
0.12
0.16
.35348E+00
0.11
1.70
0.00
2.0
0.501E+02
0.23
0.33
.98321E+00
0.27
2.38
0.00
2.7
0.372E+02
0.31
0.43
.16490E+01
0.52
3.02
0.00
3.5
0.285E+02
0.39
0.54
.25259E+01
0.86
3.63
0.00
4.5
0.223E+02
0.47
0.66
.36491E+01

11.3.7_.
4.29
0.00
5.8'
0.171E+02
0.57
0.80
.53665E+01
1.87-
4.77
0.00
-IF.l
0.142E+02
0.66
0.92
.71226E+01
Jet/plume
becomes
VERTICALLY FULLY MIXED over
the local
ambient water depth.
BV = water depth _(vertically mixed)
L_2.31
5.11
0.00
8.Q,6.124E+02
0.72
1.01
.71226E+01
2.42
5.20
0.00
8.1
0.124E+02
0.71
1.01
.90024E+01
3.00
5.58
0.00
8.3
0.120E+02
0.71
1.04
.10779E+02
3.71
6.02
0.00
8.6
0.117E+02
0.71
1.07
.13008E+02
4.32
6.36
0.00
8.8
0.114E+02
0.71
1.10
.14938E+02
4.94
6.68
0.00
1 "_.0.112E+02
0.71
1.12
.16929E+02
5.57
6.97
0.00
-9.1
0.110E+02
0.71
1.15
.18976E+02
6.33
7.31
0.00
9.3
0.107E+02
0.71
1.18
.21500E+02
6.98
7.57
0.00
9.5
0.105E+02
0.71
1.20
.23655E+02
7.63
7.82
0.00
9.8
0.102E+02
0.71
1.23
.25855E+02
8.28
8.05
0.00
10.1
0.994E+01
0.71
1.25
.28096E+02
9.08
8.32
0.00
10.4
0.966E+01
0.71
1.28
.30835E+02
9.74
8.52
0.00
10.6
0.944E+01
0.71
1.30
.33158E+02
10.41
8.72
0.00
10.8
0.924E+01
0.71
1.33
.35515E+02
11.08
8.90
0.00
11.0
0.906E+01
0.71
1.35
.37904E+02
11.89
9.11
0.00
11.3
0.886E+01
0.71
1.37
.40812E+02
12.57
9.28
0.00
11.5
0.870E+01
0.71
1.40
.43266E+02
13.24
9.43
0.00
11.7
0.855E+01
0.71
1.42
.45748E+02
13.93
9.57
0.00
11.9
0.841E+01
0.71
1.44
.48257E+02
14.61
9.71
0.00
12.1
0.828E+01
0.71
1.46
.50790E+02
15.43
9.86
0.00
12.3
0.814E+01
0.71
1.48
.53862E+02
16.11
9.96
0.00
12.5
0.802E+01
0.71
1.50
.56447E+02
16.80
10.10
0.00
12.6
0.791E+01
0.71
1.52
.59053E+02
17.49
10.20
0.00
12.8
0.781E+01
0.71
1.54
.61682E+02
18.32
10.32
0.00
13.0
0.770E+01
0.71
1.57
.64862E+02
19.01
10.41
0.00
13.2
0.760E+01
0.71
1.58
.67534E+02
19.70
10.49
0.00
13.3
0.752E+01
0.71
1.60
.70225E+02
20.39
10.57
0.00
13.5
0.743E+01
0.71
1.62
.72934E+02
21.22
10.65
0.00
13.6
0.734E+01
0.71
1.64
.76208E+02
21.91
10.72
0.00
13.8
0.726E+01
0.71
1.66
.78955E+02
22.61
10.78
0.00
13.9
0.719E+01
0.71
1.68
.81719E+02
23.30
10.83
0.00
14.0
0.712E+01
0.71
1.70
.84498E+02
24.13
10.88
0.00
14.2
0.704E+01
0.71
1.72
.87854E+02
24.83
10.92
0.00
14.3
0.698E+01
0.71
1.73
.90666E+02
25.52
10.96
0.00
14.5
0.692E+01
0.71
1.75
.93494E+02
26.22
10.99
0.00
14.6
0.686E+01
0.71
1.77
.96335E+02
27.05
11.02
0.00
14.7
0.679E+01
0.71
1.79
.99763E+02
27.75
11.04
0.00
14.8
0.674E+01
0.71
1.80
.10263E+03
28.45
11.05
0.00
15.0
0.669E+01
0.71
1.82
.10552E+03
29.14
11.06
0.00
15.1
0.664E+01
0.71
1.83
.10841E+03
Maximum lateral extent of
recirculation bubble.
29.98
11.06
0.00
15.2
0.658E+01
0.71
1.85
.11191E+03
30.67
11.06
0.00
15.3
0.654E+01
0.71
1.87
.11483E+03
31.37
11.05
0.00
15.4
0.649E+01
0.71
1.88
.11777E+03
32.06
11.04
0.00
15.5
0.645E+01
0.71
1.90
.12071E+03
32.90
11.01
0.00
15.6
0.639E+01
0.71
1.92
.12426E+03
33.60
10.99
0.00
15.7
0.635E+01
0.71
1.93
.12723E+03
34.29
10.96
0.00
15.9
0.631E+01
0.71
1.95
.13022E+03
34.99
10.93
0.00
16.0
0.627E+01
0.71
1.96
.13321E+03
35.68
10.89
0.00
16.1
0.622E+01
0.71
1.98
.13622E+03
36.51
10.84
0.00
16.2
0.618E+01
0.71
1.99
.13983E+03
37.21
10.79
0.00
16.3
0.614E+01
0.71
2.01
.14286E+03

37.90
10.74
0.00
16.4
0.610E+01
0.71
2.02
.14590E+03
38.60
10.69
0.00
16.5
0.606E+01
0.71
2.04
.14895E+03
39.43
10.61
0.00
16.6
0.601E+01
0.71
2.05
.15262E+03
40.12
10.55
0.00
16.7
0.597E+01
0.71
2.07
.15569E+03
40.81
10.48
0.00
16.8
0.594E+01
0.71
2.08
.15877E+03
41.51
10.40
0.00
17.0
0.590E+01
0.71
2.09
.16186E+03
42.34
10.30
0.00
17.1
0.585E+01
0.71
2.11
.16558E+03
43.03
10.22
0.00
17.2
0.582E+01
0.71
2.12
.16869E+03
43.72
10.13
0.00
17.3
0.578E+01
0.71
2.14
.17181E+03
44.41
10.04
0.00
17.4
0.575E+01
0.71
2.15
.17494E+03
45.23
9.92
0.00
17.5
0.570E+01
0.71
2.17
.17870E+03
45.92
9.82
0.00
17.6
0.567E+01
0.71
2.18
.18185E+03
46.61
9.71
0.00
17.7
0.564E+01
0.71
2.19
.18501E+03
47.30
9.60
0.00
17.8
0.560E+01
0.71
2.21
.18818E+03
48.12
9.46
0.00
18.0
0.556E+01
0.71
2.22
.19199E+03
48.81
9.34
0.00
18.1
0.553E+01
0.71
2.24
.19517E+03
49.49
9.22
0.00
18.2
0.550E+01
0.71
2.25
.19837E+03
50.18
9.09
0.00
18.3
0.546E+01
0.71
2.26
.20157E+03
50.86
8.96
0.00
18.4
0.543E+01
0.71
2.27
.20478E+03
51.68
8.80
0.00
18.5
0.539E+01
0.71
2.29
.20864E+03
52.36
8.66
0.00
18.6
0.536E+01
0.71
2.30
.21187E+03
53.04
8.52
0.00
18.8
0.533E+01
0.71
2.32
.21511E+03
53.72
8.37
0.00
18.9
0.530E+01
0.71
2.33
.21835E+03
54.54
8.19
0.00
19.0
0.526E+01
0.71
2.34
.22226E+03
55.22
8.04
0.00
19.1
0.523E+01
0.71
2.36
.22552E+03
55.89
7.88
0.00
19.2
0.520E+01
0.71
2.37
.22879E+03
56.57
7.72
0.00
19.3
0.517E+01
0.71
2.38
.23207E+03
57.38
7.52
0.00
19.5
0.514E+01
0.71
2.40
.23601E+03
58.06
7.35
0.00
19.6
0.511E+01
0.71
2.41
.23930E+03
58.73
7.18
0.00
19.7
0.508E+01
0.71
2.42
.24261E+03
59.00
7.11
0.00
19.7
0.507E+01
0.71
2.43
.24261E+03
Jet/plume
RESTRATIFIES
at the above position.
BV = Gaussian 1/e
(37%)
vertical thickness
59.40
7.00
0.00
20.6
0.484E+01
0.71
3.74
.24678E+03
60.21
6.78
0.00
20.9
0.478E+01
0.71
3.79
.25211E+03
60.88
6.59
0.00
21.2
0.472E+01
0.71
3.83
.25654E+03
61.55
6.40
0.00
21.4
0.467E+01
0.71
3.87
.26096E+03
62.22
6.20
0.00
21.6
0.463E+01
0.71
3.91
.26537E+03
63.02
5.96
0.00
21.9
0.457E+01
0.71
3.95
.27064E+03
63.68
5.75
0.00
22.1
0.452E+01
0.71
3.99
.27503E+03
64.34
5.54
0.00
22.3
0.448E+01
0.71
4.03
.27940E+03
65.01
5.32
0.00
22.5
0.444E+01
0.71
4.06
.28376E+03
65.80
5.06
0.00
22.8
0.439E+0l
0.71
4.11
.28898E+03
66.46
4.83
0.00
23.0
0.435E+01
0.71
4.14
.29332E+03
67.11
4.61
0.00
23.2
0.432E+01
0.71
4.18
.29765E+03
67.77
4.37
0.00
23.4
0.428E+01
0.71
4.21
.30197E+03
68.42
4.14
0.00
23.6
0.424E+01
0.71
4.25
.30628E+03
End of RECIRCULATION
BUBBLE
for shoreline -attached jet
motion.
Dilution
in recirculation
bubble
= 31.4
Corresponding concentration
0.319E+01
Cumulative
travel time =
306.2789 sec
( 0.09 hrs)
END OF CORSURF (MOD310): BUOYANT SURFACE JET - NEAR -FIELD REGION
** End of NEAR -FIELD REGION (NFR) **

The initial plume WIDTH/THICKNESS VALUE in the next far -field module will be
CORRECTED by a factor 1.06 to conserve the mass flux in the far -field!
Some lateral bank/shore interaction occurs at end othe near -field.
In the next prediction module, the jet/plume centerline will be set
to follow the bank/shore.
-----------------------------------------------------------------------------
BEGIN MOD341: BUOYANT AMBIENT SPREADING
Plume is ATTACHED to RIGHT bank/shore.
Plume width is now determined from RIGHT bank/shore.
Profile definitions:
BV = top -hat thickness,measured vertically
BH = top -hat half -width, measured horizontally from bank/shoreline
S = hydrodynamic average (bulk) dilution
C = average (bulk) concentration (includes reaction effects, if any)
TT = Cumulative travel time
Plume Stage
2 (bank
attached):
X
Y
Z
S
C
BV
BH
TT
68.42
0.00
0.00
23.6
0.424E+01
0.71
9.04
.30628E+03
69.24
-0.00
0.00
23.9
0.419E+01
0.68
9.51
.31110E+03
70.06
-0.00
0.00
24.2
0.414E+01
0.66
9.97
.31592E+03
70.88
-0.00
0.00
24.4
0.409E+01
0.64
10.42
.32074E+03
71.70
-0.00
0.00
24.7
0.405E+01
0.62
10.86
.32556E+03
72.52
-0.00
0.00
24.9
0.401E+01
0.60
11.29
.33038E+03
73.34
-0.00
0.00
25.2
0.397E+01
0.59
11.71
.33520E+03
74.16
-0.00
0.00
25.4
0.394E+01
0.57
12.12
.34002E+03
74.98
-0.00
0.00
25.6
0.390E+01
0.56
12.53
.34485E+03
75.80
-0.00
0.00
25.8
0.387E+01
0.54
12.93
.34967E+03
76.62
-0.00
0.00
26.1
0.384E+01
0.53
13.33
.35449E+03
77.44
-0.00
0.00
26.3
0.381E+01
0.52
13.72
.35931E+03
78.26
-0.00
0.00
26.5
0.378E+01
0.51
14.10
.36413E+03
79.08
-0.00
0.00
26.6
0.375E+01
0.50
14.48
.36895E+03
79.90
-0.00
0.00
26.8
0.373E+01
0.49
14.85
.37377E+03
80.72
-0.00
0.00
27.0
0.370E+01
0.48
15.22
.37859E+03
81.54
-0.00
0.00
27.2
0.368E+01
0.47
15.58
.38341E+03
82.36
-0.00
0.00
27.4
0.366E+01
0.47
15.94
.38823E+03
83.18
-0.00
0.00
27.5
0.363E+01
0.46
16.30
.39305E+03
84.00
-0.00
0.00
27.7
0.361E+01
0.45
16.65
.39788E+03
84.82
-0.00
0.00
27.8
0.359E+01
0.45
17.00
.40270E+03
85.64
-0.00
0.00
28.0
0.357E+01
0.44
17.34
.40752E+03
86.46
-0.00
0.00
28.2
0.355E+01
0.43
17.68
.41234E+03
87.28
-0.00
0.00
28.3
0.353E+01
0.43
18.02
.41716E+03
88.10
-0.00
0.00
28.5
0.351E+01
0.42
18.35
.42198E+03
88.92
-0.00
0.00
28.6
0.349E+01
0.42
18.68
.42680E+03
89.74
-0.00
0.00
28.8
0.348E+01
0.41
19.01
.43162E+03
90.56
-0.00
0.00
28.9
0.346E+01
0.41
19.33
.43644E+03
91.38
-0.00
0.00
29.1
0.344E+01
0.40
19.65
.44126E+03
92.20
-0.00
0.00
29.2
0.342E+01
0.40
19.97
.44608E+03
93.02
-0.00
0.00
29.3
0.341E+01
0.39
20.29
.45090E+03
93.84
-0.00
0.00
29.5
0.339E+01
0.39
20.60
.45573E+03

94.66
-0.00
0.00
29.6
0.338E+01
0.39
20.91
.46055E+03
95.48
-0.00
0.00
29.8
0.336E+01
0.38
21.22
.46537E+03
96.30
-0.00
0.00
29.9
0.334E+01
0.38
21.53
.47019E+03
97.12
-0.00
0.00
30.0
0.333E+01
0.37
21.83
.47501E+03
97.94
-0.00
0.00
30.2
0.332E+01
0.37
22.13
.47983E+03
98.76
-0.00
0.00
30.3
0.330E+01
0.37
22.43
.48465E+03
99.58
-0.00
0.00
30.4
0.329E+01
0.36
22.73
.48947E+03
100.40
-0.00
0.00
30.6
0.327E+01
0.36
23.03
.49429E+03
101.22
-0.00
0.00
30.7
0.326E+01
0.36
23.32
.49911E+03
102.04
-0.00
0.00
30.8
0.324E+01
0.36
23.61
.50393E+03
102.86
-0.00
0.00
31.0
0.323E+01
0.35
23.90
.50876E+03
103.68
-0.00
0.00
31.1
0.322E+01
0.35
24.19
.51358E+03
104.49
-0.00
0.00
31.2
0.320E+01
0.35
24.47
.51840E+03
105.31
-0.00
0.00
31.3
0.319E+01
0.34
24.76
.52322E+03
106.13
-0.00
0.00
31.5
0.318E+01
0.34
25.04
.52804E+03
106.95
-0.00
0.00
31.6
0.316E+01
0.34
25.32
.53286E+03
107.77
-0.00
0.00
31.7
0.315E+01
0.34
25.60
.53768E+03
108.59
-0.00
0.00
31.9
0.314E+01
0.34
25.88
.54250E+03
109.41
-0.00
0.00
32.0
0.313E+01
0.33
26.15
.54732E+03
110.23
-0.00
0.00
32.1
0.311E+01
0.33
26.43
.55214E+03
111.05
-0.00
0.00
32.2
0.310E+01
0.33
26.70
.55696E+03
111.87
-0.00
0.00
32.4
0.309E+01
0.33
26.97
.56178E+03
112.69
-0.00
0.00
32.5
0.308E+01
0.32
27.24
.56661E+03
113.51
-0.00
0.00
32.6
0.306E+01
0.32
27.51
.57143E+03
114.33
-0.00
0.00
32.8
0.305E+01
0.32
27.78
.57625E+03
115.15
-0.00
0.00
32.9
0.304E+01
0.32
28.04
.58107E+03
115.97
-0.00
0.00
33.0
0.303E+01
0.32
28.31
.58589E+03
116.79
-0.00
0.00
33.1
0.302E+01
0.32
28.57
.59071E+03
117.61
-0.00
0.00
33.3
0.301E+01
0.31
28.83
.59553E+03
118.43
-0.00
0.00
33.4
0.299E+01
0.31
29.09
.60035E+03
119.25
-0.00
0.00
33.5
0.298E+01
0.31
29.35
.60517E+03
120.07
-0.00
0.00
33.7
0.297E+01
0.31
29.61
.60999E+03
120.89
-0.00
0.00
33.8
0.296E+01
0.31
29.86
.61481E+03
121.71
-0.00
0.00
33.9
0.295E+01
0.31
30.12
.61964E+03
122.53
-0.00
0.00
34.0
0.294E+01
0.31
30.37
.62446E+03
123.35
-0.00
0.00
34.2
0.293E+01
0.30
30.62
.62928E+03
124.17
-0.00
0.00
34.3
0.292E+01
0.30
30.88
.63410E+03
124.99
-0.00
0.00
34.4
0.290E+01
0.30
31.13
.63892E+03
125.81
-0.00
0.00
34.6
0.289E+01
0.30
31.38
.64374E+03
126.63
-0.00
0.00
34.7
0.288E+01
0.30
31.63
.64856E+03
127.45
-0.00
0.00
34.8
0.287E+01
0.30
31.87
.65338E+03
128.27
-0.00
0.00
35.0
0.286E+01
0.30
32.12
.65820E+03
129.09
-0.00
0.00
35.1
0.285E+01
0.30
32.36
.66302E+03
129.91
-0.00
0.00
35.2
0.284E+0l
0.29
32.61
.66784E+03
130.73
-0.00
0.00
35.4
0.283E+01
0.29
32.85
.67266E+03
131.55
-0.00
0.00
35.5
0.282E+01
0.29
33.09
.67749E+03
132.37
-0.00
0.00
35.6
0.281E+01
0.29
33.34
.68231E+03
133.19
-0.00
0.00
35.8
0.280E+01
0.29
33.58
.68713E+03
134.01
-0.00
0.00
35.9
0.279E+01
0.29
33.81
.69195E+03
134.83
-0.00
0.00
36.0
0.278E+01
0.29
34.05
.69677E+03
135.65
-0.00
0.00
36.2
0.277E+01
0.29
34.29
.70159E+03
136.47
-0.00
0.00
36.3
0.275E+01
0.29
34.53
.70641E+03
137.29
-0.00
0.00
36.4
0.274E+01
0.29
34.76
.71123E+03
138.11
-0.00
0.00
36.6
0.273E+01
0.28
35.00
.71605E+03
138.93
-0.00
0.00
36.7
0.272E+01
0.28
35.23
.72087E+03
139.75
-0.00
0.00
36.9
0.271E+01
0.28
35.46
.72569E+03

140.57
-0.00
0.00
37.0
0.270E+01
0.28
35.70
.73051E+03
141.39
-0.00
0.00
37.1
0.269E+01
0.28
35.93
.73534E+03
142.21
-0.00
0.00
37.3
0.268E+01
0.28
36.16
.74016E+03
143.03
-0.00
0.00
37.4
0.267E+01
0.28
36.39
.74498E+03
143.85
-0.00
0.00
37.6
0.266E+01
0.28
36.62
.74980E+03
144.67
-0.00
0.00
37.7
0.265E+01
0.28
36.85
.75462E+03
145.48
-0.00
0.00
37.9
0.264E+01
0.28
37.07
.75944E+03
146.30
-0.00
0.00
38.0
0.263E+01
0.28
37.30
.76426E+03
147.12
-0.00
0.00
38.1
0.262E+01
0.28
37.53
.76908E+03
147.94
-0.00
0.00
38.3
0.261E+01
0.28
37.75
.77390E+03
148.76
-0.00
0.00
38.4
0.260E+01
0.28
37.98
.77872E+03
149.58
-0.00
0.00
38.6
0.259E+01
0.28
38.20
.78354E+03
150.40
-0.00
0.00
38.7
0.258E+01
0.27
38.40
.78836E+03
Cumulative
travel time =
788.3658
sec
(
0.22 hrs)
Plume is LATERALLY
FULLY MIXED at
the end of
the buoyant spreading
regime.
END OF MOD341: BUOYANT AMBIENT SPREADING
---------------------------------------------------------------------------------
---------------------------------------------------------------------------------
BEGIN MOD361: PASSIVE AMBIENT MIXING IN UNIFORM AMBIENT
Vertical diffusivity (initial value) = 0.198E-02 m^2/s
Horizontal diffusivity (initial value) = 0.991E-02 m^2/s
Profile definitions:
BV = Gaussian s.d.*sgrt(pi/2) (46%) thickness, measured vertically
= or equal to water depth, if fully mixed
BH = Gaussian s.d.*sgrt(pi/2) (46%) half -width,
measured horizontally in Y-direction
S = hydrodynamic centerline dilution
C = centerline concentration (includes reaction efects, if any)
TT = Cumulative travel time
Plume Stage
2 (bank
attached):
X
Y
Z
S
C
BV
BH
IT
150.40
0.00
0.00
38.7
0.258E+0l
0.27
38.40
.78836E+03
152.86
-0.00
0.00
38.8
0.258E+01
0.27
38.40
.80282E+03
155.32
-0.00
0.00
38.8
0.258E+01
0.27
38.40
.81728E+03
157.78
-0.00
0.00
38.8
0.258E+01
0.28
38.40
.83173E+03
160.24
-0.00
0.00
38.8
0.257E+01
0.28
38.40
.84619E+03
162.70
-0.00
0.00
38.9
0.257E+01
0.28
38.40
.86065E+03
165.15
-0.00
0.00
38.9
0.257E+01
0.28
38.40
.87510E+03
167.61
-0.00
0.00
38.9
0.257E+01
0.28
38.40
.88956E+03
170.07
-0.00
0.00
39.0
0.257E+01
0.28
38.40
.90402E+03
172.53
-0.00
0.00
39.0
0.256E+01
0.28
38.40
.91847E+03
174.99
-0.00
0.00
39.0
0.256E+01
0.28
38.40
.93293E+03
177.45
-0.00
0.00
39.1
0.256E+01
0.28
38.40
.94739E+03
179.90
-0.00
0.00
39.1
0.256E+01
0.28
38.40
.96184E+03
182.36
-0.00
0.00
39.1
0.256E+01
0.28
38.40
.97630E+03
184.82
-0.00
0.00
39.1
0.255E+01
0.28
38.40
.99076E+03
187.28
-0.00
0.00
39.2
0.255E+01
0.28
38.40
.10052E+04
189.74
-0.00
0.00
39.2
0.255E+0l
0.28
38.40
.10197E+04
192.20
-0.00
0.00
39.2
0.255E+01
0.28
38.40
.10341E+04
194.65
-0.00
0.00
39.3
0.255E+01
0.28
38.40
.10486E+04
197.11
-0.00
0.00
39.3
0.255E+01
0.28
38.40
.10630E+04
199.57
-0.00
0.00
39.3
0.254E+01
0.28
38.40
.10775E+04

202.03
-0.00
0.00
39.3
0.254E+01
0.28
38.40
.10920E+04
204.49
-0.00
0.00
39.4
0.254E+01
0.28
38.40
.11064E+04
206.95
-0.00
0.00
39.4
0.254E+01
0.28
38.40
.11209E+04
209.40
-0.00
0.00
39.4
0.254E+01
0.28
38.40
.11353E+04
211.86
-0.00
0.00
39.5
0.253E+01
0.28
38.40
.11498E+04
214.32
-0.00
0.00
39.5
0.253E+01
0.28
38.40
.11642E+04
216.78
-0.00
0.00
39.5
0.253E+01
0.28
38.40
.11787E+04
219.24
-0.00
0.00
39.6
0.253E+01
0.28
38.40
.11931E+04
221.70
-0.00
0.00
39.6
0.253E+01
0.28
38.40
.12076E+04
224.15
-0.00
0.00
39.6
0.252E+01
0.28
38.40
.12221E+04
226.61
-0.00
0.00
39.7
0.252E+01
0.28
38.40
.12365E+04
229.07
-0.00
0.00
39.7
0.252E+01
0.28
38.40
.12510E+04
231.53
-0.00
0.00
39.7
0.252E+01
0.28
38.40
.12654E+04
233.99
-0.00
0.00
39.7
0.252E+01
0.28
38.40
.12799E+04
236.45
-0.00
0.00
39.8
0.251E+01
0.28
38.40
.12943E+04
238.90
-0.00
0.00
39.8
0.251E+01
0.28
38.40
.13088E+04
241.36
-0.00
0.00
39.8
0.251E+01
0.28
38.40
.13233E+04
243.82
-0.00
0.00
39.9
0.251E+01
0.28
38.40
.13377E+04
246.28
-0.00
0.00
39.9
0.251E+01
0.28
38.40
.13522E+04
248.74
-0.00
0.00
39.9
0.250E+01
0.28
38.40
.13666E+04
251.20
-0.00
0.00
40.0
0.250E+01
0.28
38.40
.13811E+04
253.65
-0.00
0.00
40.0
0.250E+01
0.28
38.40
.13955E+04
256.11
-0.00
0.00
40.0
0.250E+01
0.28
38.40
.14100E+04
258.57
-0.00
0.00
40.0
0.250E+01
0.28
38.40
.14244E+04
261.03
-0.00
0.00
40.1
0.250E+01
0.28
38.40
.14389E+04
263.49
-0.00
0.00
40.1
0.249E+01
0.28
38.40
.14534E+04
265.95
-0.00
0.00
40.1
0.249E+01
0.28
38.40
.14678E+04
268.40
-0.00
0.00
40.2
0.249E+01
0.28
38.40
.14823E+04
270.86
-0.00
0.00
40.2
0.249E+01
0.28
38.40
.14967E+04
273.32
-0.00
0.00
40.2
0.249E+01
0.29
38.40
.15112E+04
275.78
-0.00
0.00
40.3
0.248E+01
0.29
38.40
.15256E+04
278.24
-0.00
0.00
40.3
0.248E+01
0.29
38.40
.15401E+04
280.70
-0.00
0.00
40.3
0.248E+01
0.29
38.40
.15546E+04
283.16
-0.00
0.00
40.4
0.248E+01
0.29
38.40
.15690E+04
285.61
-0.00
0.00
40.4
0.248E+01
0.29
38.40
.15835E+04
288.07
-0.00
0.00
40.4
0.247E+01
0.29
38.40
.15979E+04
290.53
-0.00
0.00
40.5
0.247E+01
0.29
38.40
.16124E+04
292.99
-0.00
0.00
40.5
0.247E+01
0.29
38.40
.16268E+04
295.45
-0.00
0.00
40.5
0.247E+01
0.29
38.40
.16413E+04
297.91
-0.00
0.00
40.5
0.247E+01
0.29
38.40
.16558E+04
300.36
-0.00
0.00
40.6
0.246E+01
0.29
38.40
.16702E+04
302.82
-0.00
0.00
40.6
0.246E+01
0.29
38.40
.16847E+04
305.28
-0.00
0.00
40.6
0.246E+01
0.29
38.40
.16991E+04
307.74
-0.00
0.00
40.7
0.246E+01
0.29
38.40
.17136E+04
310.20
-0.00
0.00
40.7
0.246E+01
0.29
38.40
.17280E+04
312.66
-0.00
0.00
40.7
0.245E+01
0.29
38.40
.17425E+04
315.11
-0.00
0.00
40.8
0.245E+01
0.29
38.40
.17570E+04
317.57
-0.00
0.00
40.8
0.245E+01
0.29
38.40
.17714E+04
320.03
-0.00
0.00
40.8
0.245E+01
0.29
38.40
.17859E+04
322.49
-0.00
0.00
40.9
0.245E+01
0.29
38.40
.18003E+04
324.95
-0.00
0.00
40.9
0.245E+01
0.29
38.40
.18148E+04
327.41
-0.00
0.00
40.9
0.244E+01
0.29
38.40
.18292E+04
329.86
-0.00
0.00
41.0
0.244E+01
0.29
38.40
.18437E+04
332.32
-0.00
0.00
41.0
0.244E+01
0.29
38.40
.18581E+04
334.78
-0.00
0.00
41.0
0.244E+01
0.29
38.40
.18726E+04
337.24
-0.00
0.00
41.1
0.244E+01
0.29
38.40
.18871E+04

.1 •
339.70
-0.00
0.00
41.1
0.243E+01
0.29
38.40
.19015E+04
342.16
-0.00
0.00
41.1
0.243E+01
0.29
38.40
.19160E+04
344.61
-0.00
0.00
41.2
0.243E+01
0.29
38.40
.19304E+04
347.07
-0.00
0.00
41.2
0.243E+01
0.29
38.40
.19449E+04
349.53
-0.00
0.00
41.2
0.243E+01
0.29
38.40
.19593E+04
351.99
-0.00
0.00
41.3
0.242E+01
0.29
38.40
.19738E+04
354.45
-0.00
0.00
41.3
0.242E+01
0.29
38.40
.19883E+04
356.91
-0.00
0.00
41.3
0.242E+01
0.29
38.40
.20027E+04
359.36
-0.00
0.00
41.4
0.242E+01
0.29
38.40
.20172E+04
361.82
-0.00
0.00
41.4
0.242E+01
0.29
38.40
.20316E+04
364.28
-0.00
0.00
41.4
0.241E+01
0.29
38.40
.20461E+04
366.74
-0.00
0.00
41.5
0.241E+01
0.29
38.40
.20605E+04
369.20
-0.00
0.00
41.5
0.241E+01
0.29
38.40
.20750E+04
371.66
-0.00
0.00
41.5
0.241E+01
0.29
38.40
.20895E+04
374.11
-0.00
0.00
41.6
0.241E+01
0.29
38.40
.21039E+04
376.57
-0.00
0.00
41.6
0.240E+01
0.29
38.40
.21184E+04
379.03
-0.00
0.00
41.6
0.240E+01
0.29
38.40
.21328E+04
381.49
-0.00
0.00
41.7
0.240E+01
0.30
38.40
.21473E+04
383.95
-0.00
0.00
41.7
0.240E+01
0.30
38.40
.21617E+04
386.41
-0.00
0.00
41.7
0.240E+01
0.30
38.40
.21762E+04
388.87
-0.00
0.00
41.8
0.240E+01
0.30
38.40
.21906E+04
391.32
-0.00
0.00
41.8
0.239E+01
0.30
38.40
.22051E+04
393.78
-0.00
0.00
41.8
0.239E+01
0.30
38.40
.22196E+04
396.24
-0.00
0.00
41.9
0.239E+01
0.30
38.40
.22340E+04
Cumulative
travel time
=
2234.0151 sec
(
0.62 hrs)
Simulation limit based on maximum specified distance 396.24 m.
This is the REGION OF INTEREST limitation.
END OF MOD361: PASSIVE AMBIENT MIXING IN UNIFORM AMBIENT
---------------------------------------------------------------------------------
---------------------------------------------------------------------------------
CORMIX3: Buoyant Surface Discharges End of Prediction File
33333333333333333333333333333333333333333333333333333333333333333333333333333333

•
NTE channel final.ses 4/25/2017
CORMIX SESSION REPORT:
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
CORMIX MIXING ZONE EXPERT SYSTEM
CORMIX Version 1O.OG
HYDRO3:Version-10.0.0.0 July,2016
SITE NAME/LABEL: NTE Dan River
DESIGN CASE: Side Bank Channel Discharge
FILE NAME: T:\Projects\P026 NTE\03 Deliverable\Modeling
\CORMIX\NTE channel final.prd
Using subsystem CORMIX3: Buoyant Surface Discharges
Start of session: 04/25/2017--17:45:13
*****************************************************************************
SUMMARY OF INPUT DATA:
-----------------------------------------------------------------------------
AMBIENT PARAMETERS:
Cross-section = bounded
Width BS = 38.40 m_
Channel regularity ICHREG = 3
r Ambient flowrate QA = 4.59 m^3/s — 142. u�'`Vt1"—
Average depth HA = f3: i0 m m�
Depth at discharge HD = 0.70 m m
Ambient velocity UA = 0.1704 m/s W
Darcy-Weisbach friction factor F = 0.0552
Calculated from Manning's n = 0.025
Wind velocity UW = 0 m/s
Stratification Type STRCND = U
Surface temperature 16.36 degC
Bottom temperature = 16.36 degC
Calculated FRESH -WATER DENSITY values:
Surface density RHOAS = 998.8858 kg/m^3
Bottom density RHOAB = 998.8858 kg/m^3 -,
--------------------------------------------------------------------------
DISCHARGE PARAMETERS: Surface Discharge --
Discharge located on = right bank/shoreline—
Discharge configuration = flush discharge-�
Distance from bank to outlet DISTB = 0 m
Discharge angle SIGMA = 90 deg
Depth near discharge outlet HDO = 0.08 m
Bottom slope at discharge SLOPE = 22.11 deg
Rectangular discharge:
Discharge cross-section area AO = 0.021566 m^2
Discharge channel width BO = 0.254508 m
Discharge channel depth HO = 0.084734 m tA
Discharge aspect ratio AR = 0.332934
Discharge flowrate QO = 0.046310 m^3/s-- �' ,,/�
Discharge velocity UOp2.15 m/s - _} xo1
Discharge temperature (freshwater) = 33.38 de CV-o
CJ3
Corresponding density RHOO = 994.576�g/m^3- FIN
Density difference DRHO = 4.3093 kg/m^3
Buoyant acceleration GPO = 0.0423 m/s^2 \JJ`� I �,
Discharge concentration CO = 100 mg/1------
Surface heat exchange coeff. KS = 0 m/s
Coefficien o ecay KD - s
— ----------------------------------------------------------------------------
DISCHARGE/ENVIRONMENT LENGTH SCALES:
LQ = 0.15 m Lm = 1.85 m Lbb = 0.40 m
LM = 4.00 m
— ----------------------------------------------------------------------------
NON-DIMENSIONAL PARAMETERS:
Densimetric Froude number FRO = 27.24 (based on LQ)
Channel densimetric Froude no. FRCH = 35.87 (based on HO)
Velocity ratio R = 12.60
-----------------------------------------------------------------------------
MIXING ZONE / TOXIC DILUTION ZONE / AREA OF INTEREST PARAMETERS:

NTE channel final.ses
4/25/2017
Toxic discharge = no
Water quality standard specified = no
Regulatory mixing zone = no
Region of interest = 396.24 m downstream
*****************************************************************************
HYDRODYNAMIC CLASSIFICATION:
*------------------------*
I FLOW CLASS = SA1
*------------------------*
Limiting Dilution S = (QA/QO)+ 1.0 = 100.1
*****************************************************************************
MIXING ZONE EVALUATION (hydrodynamic and regulatory summary):
-----------------------------------------------------------------------------
X-Y-Z Coordinate system:
Origin is located at WATER SURFACE and at centerline of discharge channel:
0 m from the right bank/shore.
Number of display steps NSTEP = 100 per module.
-----------------------------------------------------------------------------
NEAR-FIELD REGION (NFR) CONDITIONS :
Note: The NFR is the zone of strong initial mixing. It has no regulatory
implication. However, this information may be useful for the discharge
designer because the mixing in the NFR is usually sensitive to the
discharge design conditions.
Pollutant concentration at NFR edge c = 4.9825 mg/1
Dilution at edge of NFR s = 20.1-
NFR Location: x = 61.95 m
(centerline coordinates) y`-
z = 0 m
NFR plume dimensions: half -width (bh) = 5.01 m
thickness (bv) = 0.47 m
Cumulative travel time: 290.2106 sec.
-----------------------------------------------------------------------------
Buoyancy assessment:
The effluent density is less than the surrounding ambient water
density at the discharge level.
Therefore, the effluent is POSITIVELY BUOYANT and will tend to rise towards
the surface.
-----------------------------------------------------------------------------
FAR-FIELD MIXING SUMMARY:
Plume becomes vertically fully mixed WITHIN NEAR -FIELD at 0 m
downstream, but RE -STRATIFIES LATER and is not mixed in the far -field.
Plume becomes laterally fully mixed at 133.07 m
downstream.
--------- 7-------------------------------------------------------------------
PLUME BANK CONTACT SUMMARY:
Plume in bounded section contacts nearest bank at 0 m downstream.
Plume contacts second bank at 133.07 m downstream.
************************ TOXIC DILUTION ZONE SUMMARY ************************
No TDZ was specified for this simulation.
********************** REGULATORY MIXING ZONE SUMMARY ***********************
No RMZ and no ambient water quality standard have been specified.
********************* FINAL DESIGN ADVICE AND COMMENTS **********************
REMINDER: The user must take note that HYDRODYNAMIC MODELING by any known
technique is NOT AN EXACT SCIENCE.
Extensive comparison with field and laboratory data has shown that the
CORMIX predictions on dilutions and concentrations (with associated
plume geometries) are reliable for the majority of cases and are accurate
to within about +-50% (standard deviation).
As a further safeguard, CORMIX will not give predictions whenever it judges
the design configuration as highly complex and uncertain for prediction.
F

NTE channel final.prd
4/25/2017
CORMIX3 PREDICTION FILE:
333333333333333333333333333333333333333333333333333333333333333333333333333333
33
CORMIX MIXING ZONE EXPERT SYSTEM
Subsystem CORMIX3: Buoyant Surface Discharges
CORMIX Version 1O.OG
HYDRO3 Version 10.0.0.0 July 2016
------------------------------------------------------------------------------
CASE DESCRIPTION
Site name/label: NTE Dan River
Design case: Side Bank Channel Discharge
FILE NAME: T:\...Deliverable\Modeling\CORMIX\NTE_channel_final.prd
Time stamp: 04/25/2017--17:45:13
ENVIRONMENT PARAMETERS (metric units)
Bounded section
BS = 38.40 AS = 26.92 QA = 4.59 ICHREG= 3
HA = 0.70 HD = 0.70
UA = 0.170 F = 0.055 USTAR =0.1415E-01
UW = 0.000 UWSTAR=0.0000E+00
Uniform density environment
STRCND= U RHOAM = 998.8857
DISCHARGE PARAMETERS (metric units)
BANK = RIGHT DISTB = 0.00 Configuration: flush_ discharge
SIGMA = 90.00 HDO = 0.08 SLOPE = 22.11 deg.
Rectangular channel geometry:
BO = 0.255 HO = 0.085 AO
UO = 2.147 QO = 0.046
RHO0 = 994.5764 DRHO0 =0.4309E+01 GPO
CO =0.1000E+03 CUNITS= mg/1
IPOLL = 1 KS =0.0000E+00 KD
FLUX VARIABLES (metric units)
QO =0.4631E-01 MO =0.9945E-01 JO
Associated length scales (meters)
LQ = 0.15 LM = 4.00 Lm
NON -DIMENSIONAL PARAMETERS
FRO = 27.24 FRCH = 35.87 R
FLOW CLASSIFICATION
333333333333333333333333333333333333333333
3 Flow class (CORMIX3) = SA1 3
3 Applicable layer depth HS = 0.70 3
3 Limiting Dilution S=QA/QO= 100.06 3
333333333333333333333333333333333333333333
=0.2157E-01
=0.4631E-01
=0.4231E-01
=0.0000E+00
AR =
=0.1959E-02
1.85 Lb
12.60
MIXING ZONE / TOXIC DILUTION / REGION OF INTEREST PARAMETERS
CO =0.1000E+03 CUNITS= mg/1
NTOX = 0
NSTD = 0
REGMZ = 0
XINT = 396.24 XMAX = 396.24
X-Y-Z COORDINATE SYSTEM:
ORIGIN is located at the WATER SURFACE and at center of discharge
channel/outlet: 0.00 m from the RIGHT bank/shore.
X-axis points downstream
Y-axis points to left as seen by an observer looking downstream
Z-axis points vertically upward (in CORMIX3, all values Z = 0.00)
0.333
0.40
1

NTE_channel_final.prd
4/25/2017
298.87
-0.00
0.00
32.2
0.311E+01
0.23
38.40
.16668E+04
301.50
-0.00
0.00
32.2
0.310E+01
0.23
38.40
.16821E+04
304.13
-0.00
0.00
32.2
0.310E+01
0.23
38.40
.16974E+04
306.76
-0.00
0.00
32.2
0.310E+01
0.23
38.40
.17127E+04
309.39
-0.00
0.00
32.3
0.310E+01
0.23
38.40
.17280E+04
312.03
-0.00
0.00
32.3
0.310E+01
0.23
38.40
.17433E+04
314.66
-0.00
0.00
32.3
0.310E+01
0.23
38.40
.17585E+04
317.29
-0.00
0.00
32.3
0.309E+01
0.23
38.40
.17738E+04
319.92
-0.00
0.00
32.3
0.309E+01
0.23
38.40
.17891E+04
322.55
-0.00
0.00
32.3
0.309E+01
0.23
38.40
.18044E+04
325.18
-0.00
0.00
32.4
0.309E+01
0.23
38.40
.18197E+04
327.82
-0.00
0.00
32.4
0.309E+01
0.23
38.40
.18350E+04
330.45
-0.00
0.00
32.4
0.309E+01
0.23
38.40
.18503E+04
333.08
-0.00
0.00
32.4
0.309E+01
0.23
38.40
.18656E+04
335.71
-0.00
0.00
32.4
0.308E+01
0.23
38.40
.18809E+04
338.34
-0.00
0.00
32.4
0.308E+01
0.23
38.40
.18962E+04
340.97
-0.00
0.00
32.5
0.308E+01
0.23
38.40
.19115E+04
343.61
-0.00
0.00
32.5
0.308E+01
0.23
38.40
.19267E+04
346.24
-0.00
0.00
32.5
0.308E+01
0.23
38.40
.19420E+04
348.87
-0.00
0.00
32.5
0.308E+01
0.23
38.40
.19573E+04
351.50
-0.00
0.00
32.5
0.307E+01
0.23
38.40
.19726E+04
354.13
-0.00
0.00
32.5
0.307E+01
0.23
38.40
.19879E+04
356.77
-0.00
0.00
'32.6
0.307E+01
0.23
38.40
.20032E+04
359.40
-0.00
0.00
32.6
0.307E+01
0.23
38.40
.20185E+04
362.03
-0.00
0.00
32.6
0.307E+01
0.23
38.40
.20338E+04
364.66
-0.00
0.00
32.6
0.307E+01
0.23
38.40
.20491E+04
367.29
-0.00
0.00
32.6
0.307E+01
0.23
38.40
.20644E+04
369.92
-0.00
0.00
32.6
0.306E+01
0.23
38.40
.20797E+04
372.56
-0.00
0.00
32.7
0.306E+01
0.23
38.40
.20950E+04
375.19
-0.00
0.00
32.7
0.306E+01
0.23
38.40
.21102E+04
377.82
-0.00
0.00
32.7
0.306E+01
0.23
38.40
.21255E+04
380.45
-0.00
0.00
'32.7
0.306E+01
0.23
38.40
.21408E+04
383.08
-0.00
0.00
'32.7
0.306E+01
0.23
38.40
.21561E+04
385.71
-0.00
0.00
32.7
0.306E+01
0.23
38.40
.21714E+04
388.35
-0.00
0.00
32.7
0.305E+01
0.23
38.40
.21867E+04
390.98
-0.00
0.00
32.8
0.305E+01
0.23
38.40
.22020E+04
393.61
-0.00
0.00
32.8
0.305E+01
0.23
38.40
.22173E+04
396.24
-0.00
0.00
32.8
0.305E+01
0.23
38.40
.22326E+04
Cumulative
travel time =
2232.5713
sec
(
0.62 hrs)
Simulation
limit based on maximum
specified distance
= 396.24
m.
This is
the REGION
OF INTEREST limitation.
END OF MOD361: PASSIVE AMBIENT MIXING IN UNIFORM AMBIENT
------------------------------------------------------------------------------
CORMIX3: Buoyant Surface Discharges End of Prediction File
333333333333333333333333333333333333333333333333333333333333333333333333333333
33

Date
Receiving Water Temp
temp [
Wet Bulb Temp'F(CRONOS
Rounded WB Temp°f
BD'F (from table)
BD °C
AT
OT'C
°F (USGS)
In VA)
(CRONOS In VA)
1/1/2007
49.46
9.7
51.9
52
72.5
22.5
23.04
12.9
1/2/2007
50.36
10.2
38.0
38
60
15.6
9.64
5.4
1/3/2007
48.02
8.9
36.7
37
60
15.6
11.98
6.7
1/4/2007
47.12
8.4
50.1
50
71.5
21.9
24.38
13.5
1/5/2007
49.1
9.5
60.9
61
77.4
25.2
28.3
15.7
1/6/2007
51.62
10.9
54.8
55
74
23.3
22.38
12.4
1/7/2007
51.44
10.8
46.7
47
60
15.6
8.56
4.8
1/8/2007
51.26
10.7
43.4
43
60
15.6
8.74
4.9
1/9/2007
48.74
9.3
32.5
33
60
15.6
11.26
6.3
1/10/2007
45.5
7.5
28.7
29
60
15.6
14.5
8.1
1/11/2007
42.8
6
28.5
29
60
15.6
17.2
9.6
1/12/2007
42.8
6
41.6
42
60
15.6
17.2
9.6
1/13/1007
44.24
6.8
50.5
50
71.5
21.9
27.26
15.1
1/14/2007
46.76
8.2
54.6
55
74
23.3
27.24
15.1
1/15/2007
49.82
9.9
56.2
56
74.7
23.7
24.88
13.8
1/16/2007
51.26
10.7
43.1
43
60
15.6
8.74
4.9
1/17/2007
48.38
9.1
26.0
26
60
15.6
11.62
6.5
1/19/2007
45.14
7.3
27.2
27
60
15.6
14.86
8.3
1/19/2007
43.98
6.6
33.6
34
60
15.6
16.12
9.0
1/20/2007
42.26
5.7
27.6
28
60
15.6
17.74
9.9
1/23/2007
41.36
5.2
33.7
34
60
15.6
18.64
10.4
1/24/2007
42.72
5.4
31.2
31
60
15.6
18.28
10.2
1/25/2007
42.08
5.6
29.5
29
60
15.6
17.92
10.0
1/26/2007
40.82
4.9
25.9
26
60
15.6
19.18
10.7
1/27/2007
41.72
5.4
35.9
36
60
15.6
18.28
10.2
1/28/2007
41.18
5.1
34.4
34
60
15.6
18.82
10.5
1/29/2007
37.94
3.3
19.6
20
60
15.6
22.06
12.3
1/30/2007
38.84
3.8
27.0
27
60
15.6
21.16
11.8
1/31/2007
38.66
3.7
22.1
22
60
15.6
21.34
11.9
2/9/2007
38.12
3.4
21.5
22
60
15.6
21.88
12.2
2/10/2007
38.84
3.8
23.8
24
60
15.6
21.16
11.9
2/11/2007
39.2
4
22.9
23
60
15.6
20.8
11.6
2/12/2007
39.56
4.2
31.4
31
60
15.6
20.44
11.4
2/13/2007
41
5
33.2
33
60
15.6
19
10.6
2/14/2007
39.2
4
30.7
31
60
15.6
20.8
11.6
2/15/2007
39.2
4
21.4
21
60
15.6
20.8
11.6
2/16/2007
39.38
4.1
21.4
21
60
15.6
20.62
11.5
2/18/2007
38.84
3.8
26.0
26
60
15.6
21.16
11.8
2/19/2007
38.3
3.5
26.1
26
60
15.6
21.7
12.1
2/20/2007
40.82
4.9
40.0
40
60
15.6
19.18
10.7
2/21/2.7
43.7
6.5
49.3
49
60
15.6
16.3
9.1
2/22/2007
46.4
8
41.3
41
60
15.6
13.6
7.6
2/23/2007
46.4
8
31.8
32
60
15.6
13.6
7.6
2/24/2007
45.86
7.7
30.1
30
60
15.6
14.14
7.9
2/25/2007
44.96
7.2
33.9
34
60
15.6
15.04
9.4
2/26/2007
44.6
7
38.4
38
60
15.6
15.4
8.6
2/27/2007
46.22
7.9
38.3
38
60
15.6
13.78
7.7
2/28/2007
46.94
8.3
35.5
36
60
15.6
13.06
7.3
3/1/2007
47.3
8.5
42.2
42
60
15.6
12.7
7.1
3/2/2007
49.82
9.9
45.4
45
60
15.6
10.18
5.7
3/3/2007
49.28
9.6
38.1
38
60
15.6
10.72
6.0
3/4/2007
47.94
8.8
29.5
29
60
15.6
12.16
6.8
3/5/2007
46.76
8.2
33.5
33
60
15.6
13.24
7.4
3/6/2007
47.3
8.5
33.7
34
60
15.6
12.7
7.1
3/7/2007
48.2
9
38.9
39
60
15.6
21.8
6.6
3/8/2007
48.92
9.4
34.0
34
60
15.6
11.08
6.2
3/9/2007
48.92
9.4
34.1
34
60
15.6
11.08
6.2
3/10/2007
49.82
9.9
43.9
44
60
15.6
10.18
5.7
3/11/2007
51.44
10.8
43.7
44
60
15.6
9.56
4.8
3/12/2007
51.98
11.1
38.8
39
60
15.6
8.02
4.5
3/13/2007
52.88
11.6
47.1
47
60
15.6
7.12
4.0
3/14/2007
54.86
12.7
53.5
53
73
22.8
18.14
10.1
3/15/2007
55.94
13.3
55.3
55
74
23.3
18.06
10.0
3/16/2007
54.32
12.4
39.0
39
60
15.6
5.68
3.2
3/17/2007
50.36
10.2
30.6
31
60
15.6
9.64
5.4
3/18/2007
48.74
9.3
28.8
29
60
15.6
11.26
6.3
3/19/2007
47.84
8.8
35.8
36
60
15.6
12.16
6.8
3/20/2007
50.54
10.3
50.1
50
71.5
21.9
20.96
11.6
3/21/2D07
51.8
11
43.0
43
60
15.6
8.2
4.6
Blow Down Temperature Table (Mott -
MacDonald)
WB Temp'F
BD Temp'F
13
60
14
60
15
60
16
60
17
60
18
60
19
60
20
60
21
60
22
60
23
60
24
60
25
60
26
60
27
60
28
60
29
60
30
60
31
60
32
60
33
60
34
60
35
60
36
60
37
60
38
60
39
60
40
60
41
60
42
60
43
60
44
60
45
60
46
60
47
60
48
60
49
60
50
71.5
51
72
52
72.5
53
73
54
73.5
55
74
56
74.7
57
75.1
58
75.8
59
76.2
60
76.9
61
77.4
62
78
63
78.6
64
79.1
65
79.9
66
80.3
67
81
68
81.6
69
82.1
70
82.8
71
83.3
72
84
73
94.7
74
85.2
ND WQS (-F)
Maxi 89.6
AT 5.04
Summary Stats
OT'F
BD'F
Mean
8.249826
69.69154
Median
7.47
72.5
Minimum
-12.14
60
Maximum
30.64
85.2
Dilution 6.079365079

3/22/2007
53.24
11.8
49.0
49
60
15.6
6.76
3.8
3/23/2007
56.48
13.6
53.7
54
73.5
23.1
17.02
9.5
3/24/2007
59
15
56.6
57
75.1
23.9
16.1
8.9
3/25/2007
61.34
16.3
56.5
57
75.1
23.9
13.76
7.6
3/26/2007
62.78
17.1
51.4
51
72
22.2
9.22
5.1
3/27/2007
64.58
18.1
60.4
60
76.9
24.9
12.32
6.8
3/28/2007
65.84
18.8
60.0
60
76.9
24.9
11.06
6.1
3/29/2007
63.14
17.3
44.7
45
60
15.6
-3.14
-1.7
3/30/2007
60.62
15.9
41.7
42
60
15.6
-0.62
-0.3
3/31/2007
59.9
15.5
53.7
54
73.5
23.1
13.6
7.6
4/1/2007
61.16
16.2
58.1
58
75.8
24.3
14.64
9.1
4/2/2007
64.58
18.1
58.5
58
75.8
24.3
11.22
6.2
4/3/2007
66.74
19.3
54.6
55
74
23.3
7.26
4.0
4/4/2007
68.54
20.3
54.5
55
74
23.3
5.46
3.0
4/5/2007
64.58
18.1
35.3
35
60
15.6
-4.58
-2.5
4/6/2007
61.52
16A
32.8
33
60
L5.6
-1.52
-0.8
4/7/2007
57.92
14.4
27.9
28
60
15.6
2.08
1.2
4/8/2007
54.32
12.4
29.6
30
60
15.6
5.68
3.2
4/9/2007
54.32
12.4
33.2
33
60
15.6
5.68
3.2
4/10/2007
55.22
12.9
36.6
37
60
15.6
4.78
2.7
4/11/2007
53.96
12.2
41.3
41
60
15.6
6.04
3.4
4/12/2007
53.24
11.8
46.5
46
60
15.6
6.76
3.8
4/13/2007
54.68
12.6
42.3
42
60
15.6
5.32
3.0
4/14/2007
56.3
13.5
47.5
48
60
15.6
3.7
2.1
4/15/2007
55.94
133
47.8
48
60
15.6
4.06
2.3
4/16/2007
54.5
12.5
40.5
40
60
15.6
5.5
3.1
4/17/2007
54.32
12.4
46.2
46
60
15.6
5.68
3.2
4/18/2007
56.3
13.5
48.1
48
60
15.6
3.7
2.1
4/19/2007
57.56
14.2
46.5
47
60
15.6
2.44
1.4
4/20/2007
5756
14.1_.
46.7
47
60
15.6
2.44
1.4
4/21/2007
58.28
14.6
47.7
48
60
15.6
1.72
1.0
4/22/2007
60.8
16
50.9
51
72
22.2
11.2
6.2
4/23/2007
63.96
17.7
54.0
54
73.5
23.1
9.64
5.4
4/24/2007
66.38
19.1
57.0
57
75.1
23.9
8.72
4.8
4/25/2007
69.72
20.4
62.4
62
78
25.6
9.28
5.2
4/26/2007
69.62
20.9
60.7
61
77.4
25.2
7.78
4.3
4/27/2007
70.16
21.2
61.6
62
78
25.6
7.84
4.4
4/28/2007
70.52
21.4
53.6
54
73.5
23.1
2.98
1.7
4/29/2007
69.62
20.9
- 54.3
54
73.5
23.1
3.88
2.2
4/30/2007
70.34
21.3
55.3
55
74
23.3
3.66
2.0
5/1/2007
72.68
22.6
59.3
59
76.2
24.6
3.52
2.0
5/2/2007
74.3
23.5
61.9
62
78
25.6
3.7
2.1
5/3/2007
72.96
22.7
57.5
58
75.8
24.3
2.94
1.6
5/4/2007
68.9
20.5
51.0
51
72
22.2
3.1
1.7
5/5/2007
66.2
19
55.3
55
74
23.3
7.8
4.3
5/6/2007
64.22
17.9
48.4
48
60
15.6
-4.22
-2.3
5/7/2007
62.96
17.2
43.8
44
60
15.6
-2.96
-1.6
5/8/2007
62.96
17.2
51.3
51
72
22.2
9.04
5.0
5/9/2007
66.02
18.9
62.0
62
78
25.6
11.98
6.7
5/10/2007
68.54
20.3
62.9
63
78.6
25.9
10.06
5.6
5/11/2007
71.78
22.1
64.7
65
79.9
26.6
9.12
4.5
5/12/2007
73.4
23
66.6
67
81
27.2
7.6
4.2
5/13/2007
73.04
22.8
57.4
57
75.1
23.9
2.06
1.1
5/14/2007
69.8
21
48.4
48
60
15.6
-9.8
-5.4
5/15/2007
69.98
21.1
56.6
57
75.1
23.9
5.12
2.8
5/16/2007
71.78
22.1
61.7
62
78
25.6
6.22
3.5
5/17/2007
71.06
21.7
54.4
54
73.5
23.1
2.44
1.4
5/18/2007
68.72
20.4
50.2
50
71.5
21.9
2.78
1.5
5/19/2007
67.1
19.5
48.0
48
60
15.6
-7.1
-3.9
5/20/2007
66.74
19.3
53.0
S3
73
22.8
6.26
3.5
5/21/2007
67.82
19.9
58.3
58
75.8
24.3
7.98
4.4
5/22/2007
69.26
20.7
62.8
63
78.6
25.9
9.34
5.2
5/23/2007
72.5
22.5
61.4
61
77.4
25.2
4.9
2.7
5/24/2007
73.94
23.3
58.7
59
76.2
24.6
2.26
1.3
5/25/2007
75.56
24.2
59.7
60
76.9
24.9
1.34
0.7
5/26/2007
76.64
24.8
63.4
63
78.6
25.9
1.96
1.1
5/27/2007
77.9
25.5
64.1
64
79.1
26.2
1.2
0.7
5/28/2007
78.26
253
64.1
64
79.1
26.2
0.84
0.5
5/29/2007
78.98
26.1
66.1
66
90.3
26.8
1.32
0.7
5/30/2007
79.88
26.6
66.8
67
81
27.2
1.12
0.6
5/31/2007
80.6
27
66.5
66
80.3
26.8
-0.3
-0.2
6/1/2007
80.96
27.2
65.9
66
80.3
26.8
-0.66
-0.4
6/2/2007
78.8
26
64.1
64
79.1
26.7
0.3
0.2
4

r
6/3/2007
73.04
22.8
62.9
63
78.6
25.9
5.56
3.1
6/5/2007
73.58
23.1
62.9
63
78.6
25.9
5.02
2.8
6/8/2007
79.S2
26.4
72.5
72
84
28.9
4.48
2.5
6/9/2007
80.78
27.1
69.4
69
82.1
27.8
1.32
0.7
6/10/20D7
81.86
27.7
64.2
64
79.1
26.2
-2.76
-1.5
6/11/20D7
80.42
26.9
64.S
64
79.1
26.2
-1.32
-0.7
6/13/2007
79.7
26.5
64.2
64
79.1
26.2
-0.6
-0.3
6/21/2007
80.96
27.2
60.3
60
76.9
24.9
-4.06
-2.3
6/22/2007
79.52
26.4
65.5
65
79.9
26.6
0.38
0.2
6/23/2007
78.98
26.1
64.5
64
79.1
26.2
0.12
0.1
6/24/2007
79.26
26.2
68.5
68
81.6
27.6
2.44
1.4
6/25/2007
78.62
25.9
70.6
71
83.3
28.5
4.68
2.6
6/26/2007
80.42
26.9
70.6
71
93.3
28.5
2.88
1.6
6/27/2007
83.3
28.5
71.4
71
93.3
28.5
0
0.0
6/28/20D7
94.56
29.2
71.7
72
84
28.9
-0.56
-0.3
6/29/2007
94.92
29.4
70.8
71
83.3
28.5
-1.62
-0.9
6/30/2007
94.02
28.9
70.0
70
82.8
28.2
-1.22
-0.7
7/1/2007
81.5
27.5
62.0
62
78
25.6
-3.5
-1.9
7/2/2007
80.24
26.9
61.9
62
78
25.6
-2.24
-1.2
7/3/2007
79.52
26.4
64.7
65
79.9
26.6
0.38
0.2
7/4/2007
80.24
26.8
67.2
67
81
27.2
0.76
0.4
7/5/2007
80.96
27.2
67.8
68
81.6
27.6
0.64
0.4
7/6/2007
90.6
27
70.7
71
93.3
28.S
2.7
1.5
7/7/2007
80.96
27.2
69.2
69
82.1
27.8
1.14
0.6
7/8/2007
82.76
28.2
72.3
71
83.3
28.5
054
0.3
7/9/2007
83.84
28.8
72.8
73
84.7
29.3
0.86
0.5
7/10/2007
81.32
27.4
73.2
73
84.7
29.3
3.38
1.9
7/11/2007
80.96
27.2
72.7
73
84.7
29.3
3.74
2.1
7/12/2007
82.4
28
66.3
66
80.3
26.8
-2.1
-1.2
7/13/2007
81.14
27.3
64.5
64
79.1
26.2
-2.04
-1.1
7/14/2007
78.62
25.9
65.2
65
79.9
26.6
1.28
0.7
7/15/2007
78.62
2S.9
68.4
68
81.6
27.6
2.98
1.7
7/16/2007
79.88
26.6
70.1
70
B2.8
28.2
2.92
1.6
7/17/2007
79.16
26.2
70.7
71
93.3
28.5
4.14
2.3
7/18/2007
81.68
27.6
72.8
73
84.7
29.3
3.02
1.7
7/19/2007
82.94
28.3
73.3
73
84.7
29.3
1.76
1.0
7/20/2007
82.58
28.1
68.5
69
92.1
27.8
-0.48
-0.3
7/21/2007
80.6
27
60.5
60
76.9
24.9
-3.7
-2.1
7/22/2007
78.8
26
59.7
60
76.9
24.9
-1.9
-1.1
7/23/2007
78.8
26
62.2
62
78
25.6
-0.8
-0.4
7/24/2007
76.28
24.6
63.6
64
79.1
26.2
2.82
1.6
7/25/2007
75.74
24.3
66.2
66
80.3
26.8
456
2.5
7/26/2007
78.08
25.6
67.0
67
81
27.2
2.92
1.6
7/27/2007
77.9
25.5
68.7
69
82.1
27.8
4.2
2.3
7/28/2007
77.72
25.4
68.9
69
82.1
27.8
4.38
2.4
7/29/2007
79.16
26.2
68.8
69
82.1
27.8
2.94
1.6
7/30/2007
78.62
25.9
69.9
70
82.8
28.2
4.18
2.3
7/31/2007
79.16
26.2
69.1
69
82.1
27.8
2.94
1.6
8/1/2007
80.06
26.7
67.6
68
81.6
27.6
1.54
0.9
8/2/2007
81.5
27.5
67.1
67
81
27.2
-0.5
-0.3
8/3/2007
82.58
28.1
68.0
68
81.6
27.6
-0.98
-0.5
8/4/2007
83.48
28.6
69A
69
82.1
27.8
-1.38
-0.8
8/5/2007
84.2
29
71.0
71
83.3
28.5
-0.9
-0.5
8/6/2007
84.56
29.2
73.1
73
84.7
29.3
0.14
0.1
8/7/2007
85.64
29.8
735
73
29.3
-0.94
-0.5
8/8/2007
87.44
30.8
74.0
74
8.5.2
29.6
-2.24
-1.2
8/9/2007
89.24
31.8
73.4
73
94.7
29.3
4.54
-2.5
8/10/2007
89.06
31.7
73.2
73
84.7
29.3
4.36
-2.4
8/11/2007
87.08
30.6
70.4
70
82.9
28.2
-4.28
-2.4
9/12/2007
86
30
69.0
69
82.1
27.8
-3.9
-2.2
8/13/2007
85.64
29.8
67.3
67
81
27.2
4.64
-2.6
8/14/2007
94.56
29.2
62.8
62
78
25.6
-6.56
-3.6
8/15/2007
83.48
28.6
62.6
63
78.6
25.9
4.88
-2.7
8/16/2007
94.74
29.3
70.9
71
83.3
28.5
-1.44
-0.8
8/17/2007
84.38
29.1
68.7
69
82.1
27.8
-2.28
-1.3
8/18/2007
94.02
28.9
62.1
62
78
25.6
-6.02
-3.3
8/19/2007
82.58
28.1
66.7
67
81
27.2
-158
-0.9
8/20/2007
94.38
29.1
68.8
69
82.1
27.8
-2.28
-1.3
8/21/2007
84.02
28.9
70.6
71
83.3
28.5
-0.72
-0.4
8/22/2007
83.66
28.7
71.7
72
84
28.9
0.34
0.2
8/23/2007
83.48
28.6
72.9
73
84.7
29.3
1.22
0.7
8/24/2007
94.74
29.3
73.1
73
84.7
29.3
-0.04
0.0
8/25/2007
96.54
30.3
71A
71
83.3
28.5
-3.24
-1.8
h,gk,.,+ rep -3 � ,

8/26/2007
85.64
29.8
70.0
70
82.8
28.2
-2.54
-1.6
8/27/2007
84.2
29
70.1
70
82.8
29.2
-1.4
-0.8
9/28/2007
83.94
28.8
70.9
71
83.3
29.5
-0.54
-0.3
8/29/2007
84.02
28.9
69.8
70
82.8
28.2
-1.22
-0.7
8/30/2007
83.94
28.8
69.2
69
82.1
27.8
-1.74
-1.0
9/31/2007
94.38
29.1
69.2
69
82.1
27,8
-2.28
-1.3
9/1/2007
81.14
27.3
63.8
64
79.1
26.2
-2.04
-1.1
9/2/2007
74.48
23.6
60.9
61
77.4
25.2
2.92
1.6
9/3/2007
75.92
24.4
62.5
63
78.6
25.9
2.68
1.5
9/4/2007
77.72
25.4
63.5
64
79.1
26.2
2.38
0.8
9/5/2007
79.16
26.2
64.7
65
79.9
26.6
0.74
0.4
9/6/2007
80.42
26.9
66.1
66
$0.3
26.8
-0.12
-0.1
9/7/2007
92.4
28
66.6
67
81
27.2
-1.4
-0.8
9/8/2007
81.86
27.7
64.8
65
79.9
26.6
-1.96
-1.1
9/9/2007
81.32
27.4
63.1
63
78.6
25.9
-2.72
-1.5
9/10/2007
81.14
27.3
67.4
67
81
27.2
-0.14
-0.1
9/11/2007
80.78
27.1
66.3
66
80.3
26.8
-0.49
-0.3
9/12/2007
7952
26.4
59.8
60
76.9
24.9
-2.62
-1.5
9/13/2007
79.44
25.9
61.7
62
78
25.6
-0.44
-0.2
9/14/2007
77
25
67.3
67
81
27.2
4
2.2
9/15/2007
73.04
22.8
57.7
58
75.8
24.3
2.76
1.5
9/16/2007
69.44
20.8
50.3
50
71.5
21.9
2.06
1.1
9/17/2007
68.72
20.4
52.0
52
72.5
22.5
3.78
2.1
9/18/2007
69.72
20.4
53.6
54
73.5
23.1
4.78
2.7
9/19/2007
69.26
20.7
57.7
58
75.9
24.3
6.54
3.6
9/20/2007
71.06
21.7
61.3
61
77.4
25.2
6.34
3.5
9/21/2007
71.06
21.7
62.9
63
78.6
25.9
7.54
4.2
9/22/2007
73.04
22.8
67.6
68
81.6
27.6
8.56
4.8
9/23/2007
74.12
23.4
66.3
66
80.3
26.8
6.18
3.4
9/24/2007
751
24 _-
63.8
64
79.1
26.2
3.9
2.2
9/25/2007
75.74
24.3
_--
64.0
64
79.1
26.2
3.36
1.9
9/26/2007
76.82
24.9
63S
64
79.1
26.2
2.28
1.3
9/27/2007
77.9
25.5
61.7
62
78
25.6
0.1
0.1
9/28/2007
77
25
57.5
57
75.1
23.9
-1.9
-1.1
9/29/2007
7358
23.1
50.0
50
715
21.9
-2.08
-1.2
9/30/2007
71.78
22.1
50.2
50
71,5
21.9
-0.28
-0.2
10/1/2007
71.24
21.8
535
53
73
22.8
1.76
1.0
10/2/2007
70.7
21.5
59.7
60
76.9
24.9
6.2
3.4
10/3/2007
71.78
22.1
63.4
63
78.6
25.9
6.82
3.8
10/4/2007
73.58
23.1
66.8
67
81
27.2
7.42
4.1
10/5/2007
75.92
24.4
66.6
67
81
27.2
S.08
2.8
30/6/2007
77
25
65.7
66
80.3
26.8
3.3
1.8
10/7/2007
7754
25.3
62.9
63
78.6
25.9
1.06
0.6
10/8/2007
77.72
25.4
64.2
64
79.1
26.2
1.38
0.8
10/9/2007
7754
25.3
64.6
65
79.9
26.6
2.36
1.3
10/10/2007
76.92
24.9
57.5
57
75.1
23.9
-1.72
-1.0
10/11/2007
72.14
22.3
45.0
45
60
15.6
-12.14
-6.7
10/12/2007
68.72
20.4
44.9
45
60
15.6
-8.72
4.8
10/13/2007
66.92
19.4
45.4
45
60
15.6
-6.92
-3.8
10/14/2007
66.02
18.9
49.7
49
60
15.6
-6.02
-3.3
10/15/2007
65.84
18.8
50.7
51
72
22.2
6.16
3.4
10/16/2007
66.38
19.1
54.8
55
74
23.3
7.62
4.2
10/17/2007
66.38
19.1
59.0
59
76.2
24.6
9.82
5.5
10/18/2007
67.82
19.9
62.8
63
78.6
25.9
10.78
6.0
20/19/2007
69.98
21.1
66.4
66
80.3
26.8
10.32
5.7
10/20/2007
69.26
20.7
51.3
51
72
22.2
2.74
1.5
10/21/2007
67.64
19.8
48.4
48
60
15.6
-7.64
4.2
10/22/2007
67.46
19.7
56.7
57
75.1
23.9
7.64
4.2
10/23/2007
68.54
20.3
66.2
66
80.3
26.8
11.76
6.5
10/24/2007
69.08
20.6
67.6
68
81.6
27.6
12S2
7.0
10/26/2007
63.32
17.4
55.3
55
74
23.3
10.68
5.9
10/27/2007
61.34
16.3
54.3
54
735
23.1
12.16
6.8
10/28/2007
60.8
16
45,5
46
60
15.6
-0.8
-0.4
10/29/2007
58.46
14.7
37.7
38
60
15.6
1.54
0.9
10/30/2007
56.48
13-6
39.0
39
60
15.6
3.52
2.0
10/31/2007
55.22
12.9
43.0
43
60
15.6
4.78
2.7
11/2/2007
S6.84
13.8
50.7
51
72
22.2
15.16
8.4
11/2/2007
56.66
13.7
41.3
41
60
15.6
3.34
1.9
11/3/2007
55.58
13.1
41.3
41
60
15.6
4.42
2.5
11/4/2007
55.22
12.9
39.8
40
60
15.6
4.78
2.7
11/5/2007
54.5
12.5
41.3
41
60
15.6
5.5
3.1
11/6/2007
54.68
12.6
40.5
40
60
15.6
5.32
3.0
11/7/2007
52.34
11.3
32.9
33
60
15.6
7.66
4.3
4

1/22/2008
37.94
3.3
28.4
28
60
15.6
22.06
12.3
1/23/2008
39.74
4.3
34.9
35
60
15.6
20.26
11.3
1/24/2008
39.92
4.4
29.4
29
60
15.6
20.08
11.2
1/1S/2008
37.4
3
21.1
21
60
15.6
22.6
12.6
1/26/2008
38.3
3.5
27.4
27
60
15.6
21.7
12.1
1/27/2008
39.74
4.3
30.6
31
60
15.6
20.26
12.3
1/28/2008
40.28
4.6
32.7
33
60
15.6
19.72
11.0
1/29/2008
41.54
5.3
38.2
38
60
15.6
18.46
10.3
1/30/2008
43.7
65
35.4
35
60
15.6
16.3
9.1
1/31/2008
42.98
6.1
24.4
24
60
15.6
17.02
9.5
2/1/2008
41
5
35.0
35
60
15.6
19
10.6
2/2/2008
41.9
5.5
35.7
36
60
15.6
18.1
10.1
2/3/2008
40.64
4.8
38.9
39
60
15.6
19.36
10.9
2/4/2008
42.98
6.1
44.4
44
60
15.6
17.02
9.5
2/5/2008
46.58
8.1
52.1
52
72.5
22.5
25.92
14.4
2/6/2008
50
30
56.8
57
75.1
23.9
25.1
13.9
2/7/2008
51.26
10.7
38.9
39
60
15.6
8.74
4.9
2/8/2008
50.72
10.4
35.5
36
60
15.6
9.28
5.2
2/9/2008
50.18
10.1
38.4
38
60
15.6
9.82
5.5
2/10/2008
48.74
9.3
34.3
34
60
15.6
11.26
6.3
2/11/2008
45.32
7.4
22.9
23
60
15.6
14.68
8.2
2/12/2008
43.52
6.4
29.3
29
60
15.6
16.48
9.2
2/13/2008
43.34
6.3
35.7
36
60
15.6
16.66
9.3
2/14/2008
42.26
5.7
30.1
30
60
15.6
17.74
9.9
2/15/2008
43.16
6.2
37.3
37
60
15.6
16.94
9.4
2/16/2008
45.14
7.3
40.6
41
60
15.6
14.86
8.3
2/17/2009
45.32
7.4
40.8
41
60
15.6
14.68
&2
2/18/2008
48.38
9.1
48.2
48
60
15.6
11.62
6.5
2/19/2008
46.94
8.3
32.2
32
60
15.6
13.06
7.3
2/20/2008
47.94
_ e.8 _._
35.3
35
60
15.6
12.16
6.8
2/21/2008
46.94
8.3
29.2
29
60
15.6
13.06
7.3 _-- - --- - -- -- - --- -- - -
2/22/2008
45.68
7.6
34.1
34
60
15.6
14.32
8.0
2/23/2008
47.3
8.5
41.9
42
60
IS.6
12.7
7.1
2/24/2008
47.12
8.4
35.5
35
60
15.6
12.98
7.2
2/25/2008
46.22
7.9
40.1
40
60
1S.6
13.78
7.7
2/26/2008
46.4
8
44.2
44
60
15.6
13.6
7.6
2/27/2008
45.68
7.6
29.3
28
60
15.6
14.32
&0
2/28/2008
44.06
6.7
24.7
25
60
15.6
15.94
&9
2/29/2008
45.32
7.4
32.4
32
60
15.6
14.68
&2
3/1/2008
48.38
9.1
39.0
39
60
15.6
11.62
6S
3/2/2008
49.82
9.9
37.1
37
60
15.6
10.18
5.7
3/3/2008
51.26
10.7
45.7
46
60
15.6
8.74
4.9
3/4/2008
54.86
12.7
58.2
58
75.8
24.3
20.94
11.6
3/5/2008
55.58
13.1
41.6
42
60
15.6
4.42
2.5
3/6/2008
54.5
12.5
39.1
39
60
15.6
5.5
3.1
3/7/2008
52.88
11.6
42.1
42
60
15.6
7.12
4.0
3/8/2008
52.34
11.3
39.4
39
60
15.6
7.66
4.3
3/9/2008
49.64
9.8
29.5
29
60
15.6
10.36
5.9
3/10/2008
49.28
9.6
36.2
36
60
15.6
10.72
6.0
3/11/2008
50.72
10.4
40.8
41
60
15.6
9.28
5.2
3/12/2008
51.44
10.8
40.0
40
60
I5.6
8.56
4.8
3/13/2008
53.24
11.8
42.1
42
60
15.6
6.76
3.8
3/14/2008
55.58
13.1
48.0
48
60
15.6
4.42
2.5
3/15/2008
56.12
13.4
48.1
48
60
15.6
3.88
2.2
3/16/2008
55.22
12.9
43.2
43
60
15.6
4.78
2.7
3/17/2008
53.78
12.1
34.4
34
60
15.6
6.22
3S
3/18/2008
52.52
11.4
39.5
39
60
15.6
7.48
4.2
3/19/2008
56.48
13.6
57.5
57
75.1
23.9
18.62
10.3
3/20/2008
57.92
14.4
39.8
40
60
1S.6
2.08
1.2
3/21/2008
57.38
14.1
38.4
38
60
15.6
2.62
1.5
3/22/2008
57.02
13.9
44.1
44
60
15.6
2.98
1.7
3/23/2008
55.94
13.3
38.2
38
60
15.6
4.06
2.3
3/24/2008
53.78
12.1
34.9
35
60
15.6
6.22
IS
3/25/2008
53.06
11.7
35.0
35
60
15.6
6.94
3.9
3/26/2008
56.12
13.4
43.7
44
60
15.6
3.88
2.2
3/27/2008
59
15
47.8
48
60
15.6
1
0.6
3/28/2008
60.98
16.1
53.7
54
73.5
23.1
12.52
7.0
3/29/2008
59.72
15.4
40.5
41
60
15.6
0.28
0.2
3/30/2008
56.12
13.4
37.2
37
60
15.6
3.88
2.2
3/31/2008
52.7
11.5
42.5
43
60
15.6
7.3
4.1
4/1/2008
54.32
12.4
54.9
55
74
23.3
19.68
10.9
4/2/2008
57.74
14.3
45.1
45
60
15.6
2.26
1.3
4/3/2008
56.12
13.4
40.0
40
60
15.6
3.88
2.2
L0-

6/16/2008
82.94
28.3
63.8
64
79.1
26.2
-3.94
-2.1
6/17/2008
82.4
28
59.7
60
76.9
24.9
-5.5
-3.1
6/18/2008
80.78
27.1
54.1
54
73.5
23.1
-7.28
-4.0
6/19/2008
79.7
26.5
56.3
56
74.7
23.7
-5
.2.8
6/20/2008
78.44
25.8
58.7
59
76.2
24.6
-2.24
-1.2
6/21/2008
79.16
26.2
64.0
64
79.1
26.2
-0.06
0.0
6/22/2008
79.52
26.4
65.1
65
79.9
26.6
0.38
0.2
6/23/2008
80.6
27
64.1
64
79.1
26.2
-1.5
-0.8
6/24/2008
80.78
27.1
61.0
61
77.4
25.2
-3.38
-1.9
6/25/2008
81.68
27.6
62.9
63
78.6
25.9
-3.08
-1.7
6/26/2008
80.96
27.2
66.8
67
81
27.2
0.04
0.0
6/27/2008
82.22
27.9
67.8
68
81.6
27.6
-0.62
-0.3
6/28/2008
93.66
28.7
68.5
68
81.6
27.6
-2.06
-1.1
6/29/2008
83.12
28.4
67.7
68
81.6
27.6
-1.52
-0.9
6/30/2008
82.04
27.8
64.8
65
79.9
26.6
-2.14
-1.2
7/1/2008
80.6
27
57.8
58
75.8
24.3
-4.8
-2.7
7/2/2008
79.34
26.3
57.5
58
75.8
24.3
-3.54
-2.0
7/3/2008
78.8
26
61.5
61
77.4
25.2
-1.4
-0.8
7/4/2008
79.16
26.2
65.4
65
79.9
26.6
0.74
0.4
7/5/2008
78.62
25.9
69.0
69
82.1
27.8
3.48
1.9
7/6/2008
79.16
26.2
69.7
70
82.8
28.2
3.64
2.0
7/7/2008
79.34
26.3
69.0
69
82.1
27.8
2.76
1.5
7/8/2008
79.34
26.3
69.1
69
82.1
27.8
2.76
1.5
7/9/2008
79.16
26.2
70.5
70
82.8
28.2
3.64
2.0
7/10/2008
80.42
26.9
69.1
69
82.1
27.8
1.68
0.9
7/11/2008
81.32
27.4
68.6
69
82.1
27.8
0.78
0.4
7/12/2008
81.32
27.4
69.5
70
82.8
28.2
1.48
0.8
7/13/2008
82.04
27.8
69.7
70
82.8
28.2
0.76
0.4
7/14/2008
81.32
27.4
66.5
67
81
27.2
-0.32
-0.2
7/15/2008
81.86
_ 27.7
_ 64.0
64
79.1
26.2
-2.76
-1.5
7/16/2008
82.4
28
63.3
63
78.6
25.9
-3.8
-2.1--
7/17/2008
82.22
27.9
61.7
62
78
25.6
-4.22
-2.3
7/18/2008
82.76
28.2
63.4
63
78.6
25.9
-4.16
-2.3
7/19/2008
83.84
28.8
69.9
70
82.8
28.2
-1.04
-0.6
7/20/2008
84.74
29.3
70.1
70
82.8
28.2
-1.94
-1.1
7/21/2008
84.56
29.2
69.4
69
82.1
27.8
-2.46
-1.4
7/22/2008
84.92
29.4
69.5
70
82.8
28.2
-2.12
-1.2
7/23/2008
90.96
27.2
67.6
68
81.6
27.6
0.64
0.4
7/24/2008
81.86
27.7
61.1
61
77.4
25.2
-4.46
-2.5
7/25/2008
79.52
26.4
63.3
63
78.6
25.9
-0.92
-0.5
7/26/2008
80.78
27.1
68.0
68
81.6
27.6
0.82
0.5
7/27/2008
81.5
27.5
69.7
70
82.8
28.2
1.3
0.7
7/28/2008
82.22
27.9
64.1
64
79.1
26.2
-3.12
-1.7
7/29/2008
83.66
28.7
69.6
70
82.8
28.2
-0.86
-0.5
7/30/2008
94.2
29
71.6
72
84
28.9
-0.2
-0.1
7/31/2009
83.66
28.7
70.4
70
82.8
28.2
-0.86
-0.5
8/1/2008
84.38
29.1
69.8
70
82.8
28.2
-1.58
-0.9
8/2/2008
83.66
28.7
69.3
69
82.1
27.8
-1.56
-0.9
8/3/2008
81.68
27.6
65.1
65
79.9
26.6
-1.78
-1.0
8/4/2008
81.14
27.3
66.1
66
80.3
26.8
-0.84
-0.5
8/5/2008
81.96
27.7
68.9
69
82.1
27.9
0.24
0.1
8/6/2008
82.04
27.8
71.2
71
83.3
28.5
1.26
0.7
8/7/2008
82.22
27.9
69.3
69
82.1
27.8
-0.12
-0.1
8/8/2008
82.22
27.9
61.9
62
78
25.6
-4.22
-2.3
8/9/2008
90.96
27.2
60.0
60
76.9
24.9
-4.06
-2.3
8/10/2008
80.24
26.8
63.4
63
79.6
25.9
-1.64
-0.9
8/11/2008
78.62
25.9
58.1
58
75.8
24.3
-2.82
-2.6
8/12/2008
77.72
25.4
58.2
58
75.8
24.3
-1.92
-1.1
8/13/2008
75.2
24
63.7
64
79.1
26.2
3.9
2.2
8/14/2008
74.48
23.6
64.2
64
79.1
26.2
4.62
2.6
9/15/2008
76.28
24.6
65.4
65
79.9
26.6
3.62
2.0
8/16/2008
77.72
25.4
63.4
63
78.6
25.9
0.88
0.5
8/17/2008
76.82
24.9
63.4
63
78.6
25.9
2.78
1.0
8/18/2008
77.9
25.5
64.4
64
79.1
26.2
1.2
0.7
8/19/2008
78.98
26.1
64.9
65
79.9
26.6
0.92
0.5
8/20/2008
78.62
25.9
65.0
65
79.9
26.6
1.28
0.7
8/21/2008
79.34
26.3
66.9
67
81
27.2
1.66
0.9
8/22/2008
78.8
26
62.2
62
78
25.6
-0.8
-0.4
8/23/2008
79.34
26.3
64.3
64
79.1
26.2
-0.24
-0.1
8/24/2008
79.34
26.3
65.3
65
79.9
26.6
0.56
0.3
8/25/2008
78.98
26.1
68.2
68
81.6
27.6
2.62
1.5
8/26/2008
76.82
24.9
66.6
67
81
27.2
4.18
2.3
8/27/2008
70.52
21.4
64.4
64
79.1
26.2
8.58
4.8

11/9/2008
55.04
12.8
38.4
38
60
15.6
4.96
2.8
11/10/2008
53.24
11.8
35.0
35
60
15.6
6.76
3.8
11/11/2008
51.44
10.8
35.9
36
60
15.6
8.56
4.9
11/12/2008
51.26
10.7
40.6
41
60
15.6
8.74
4.9
11/13/2008
50.54
10.3
45.9
46
60
15.6
9.46
5.3
11/14/2008
51.26
10.7
53.2
53
73
22.8
21.74
12.1
11/15/2009
54.68
12.6
54.8
55
74
23.3
19.32
10.7
11/16/2008
52.7
11.5
35.4
35
60
15.6
7.3
4.1
11/17/2008
49.46
9.7
32.2
32
60
15.6
10.54
5.9
11/18/2008
45.68
7.6
27.7
28
60
15.6
14.32
&0
11/19/2008
43.7
65
25.8
26
60
15.6
16.3
9.1
11/20/2008
43.7
6.5
33.3
33
60
15.6
16.3
9.1
11/21/2008
43.34
6.3
27.3
27
60
15.6
16.66
9.3
11/22/2008
41.18
5.1
24.1
24
60
15.6
18.82
10.5
11/23/2008
41.18
5.1
28.1
28
60
15.6
18.82
10.5
11/24/2008
40.64
4.8
33.4
33
60
15.6
19.36
10.8
11/25/2008
41.9
55
34.4
34
60
15.6
28.1
10.1
11/26/2008
40.46
4.7
30.6
31
60
15.6
19.54
10.9
11/27/2008
40.82
4.9
34.2
34
60
15.6
19.18
10.7
11/28/2008
42.08
5.6
38.9
39
60
15.6
27.92
10.0
11/29/2008
42.62
5.9
36.3
36
60
15.6
17.38
9.7
11/30/2008
42.26
5.7
36.1
36
60
15.6
17.74
9.9
12/1/2008
42.26
5.7
37.2
37
60
15.6
17.74
9.9
12/2/2008
41
5
30.6
31
60
15.6
19
10.6
12/3/2008
40.1
4.5
29.6
30
60
15.6
19.9
11.1
12/4/2008
40.46
4.7
38.2
38
60
15.6
1954
10.9
12/5/2008
42.9
5.5
30.5
31
60
15.6
19.1
10.1
12/6/2008
40.82
4.9
28.7
29
60
15.6
19.18
10.7
12/7/2008
--M.74
43
--26.0
26
60
15.6
20.26
11.3
12/8/2008
39.3
3.5
23.7
24
60
15.6
21.7
12.1
12/9/2008
12/10/2008
39.2
44.06
4
6.7
35.8
55.9
36
56
60
74.7
15.6
23.7
,j¢8
116 �� .. A
1 17.07.0 � 14C//��Ni-
12/11/2008
---4874
93
54.1
54
73.5
23.1
lwyr
"f3:8
12/12/2008
47.48
8.6
35.6
36
60
15.6
22.52
7.0
12/13/2008
46.04
7.8
28.2
28
60
15.6
13.96
7.8
12/14/2008
43.34
6.3
33.8
34
60
15.6
16.66
9.3
12/15/2008
44.06
6.7
46.8
47
60
15.6
15.94
8.9
12/16/2008
45.68
7.6
44.1
44
60
15.6
14.32
8.0
12/17/2008
45.68
7.6
43.9
44
60
15.6
14.32
8.0
12/18/2008
46.58
8.1
46.0
46
60
15.6
13.42
7.5
22/19/2008
48.38
9.1
54.1
54
73.5
23.1
25.12
14.0
22/20/2008
48.74
9.3
48.7
49
60
15.6
11.26
6.3
12/21/2008
47.48
8.6
34.4
34
60
15.6
12.52
7.0
12/22/2008
43.52
6.4
195
19
60
15.6
16.48
9.2
12/23/2008
40.64
4.8
24.2
24
60
15.6
19.36
10.8
12/24/2008
41
5
37.3
37
60
15.6
19
10.6
12/25/2008
42.26
5.7
41.9
42
60
15.6
17.74
9.9
12/26/2008
41
5
34.7
35
60
15.6
19
10.6
12/27/2008
42.62
5.9
45.7
46
60
15.6
17.38
9.7
12/29/2008
47.66
8.7
53.4
53
73
22.8
25.34
14.1
1/1/2009
41.36
5.2
22.0
22
60
15.6
18.64
10.4
1/2/2009
40.1
4.5
30.4
30
60
15.6
19.9
11.1
1/3/2009
39.56
4.2
36.6
37
60
15.6
20.44
11.4
1/4/2009
40.46
4.7
43.3
43
60
15.6
19.54
10.9
1/5/2009
42.62
5.9
52.4
52
72.5
22.5
29.88
16.6
1/6/2009
45.68
7.6
38.1
38
60
15.6
14.32
&0
1/7/2009
44.06
6.7
39.2
38
60
15.6
15.94
8.9
1/8/2009
4352
6.4
32.6
33
60
15.6
16.48
9.2
1/9/2009
42.26
5.7
28.7
29
60
15.6
17.74
9.9
1/10/2009
41.36
5.2
37.4
37
60
15.6
18.64
10.4
1/11/2009
42.62
5.9
39.3
39
60
15.6
17.38
9.7
1/12/2009
41.36
5.2
29.3
29
60
15.6
18.64
10.4
1/13/2009
40.1
4.5
29.8
30
60
15.6
19.9
11.1
1/14/2009
39.02
3.9
26.1
26
60
15.6
20.98
11.7
1/25/2009
38.12
3.4
23.2
23
60
15.6
21.88
12.2
1/16/2009
35.6
2
13.1
13
60
15.6
24.4
13.6
1/17/2009
34.34
1.3
14.7
15
60
15.6
25.66
14.3
1/18/2009
35.24
1.8
28.4
28
60
15.6
24.76
13.8
1/19/2009
37.22
2.9
32.1
32
60
15.6
22.78
12.7
1/20/2009
35.6
2
23.3
23
60
15.6
24.4
13.6
1/21/2009
34.34
1.3
19.7
20
60
15.6
25.66
14.3
1/22/2009
35.6
2
25.6
26
60
15.6
24.4
13.6
1/23/2009
37.76
3.2
34.0
34
60
15.6
22.24
12.4

1/24/2009
40.1
4.5
37.3
37
60
15.6
19.9
11.1
1/25/2009
37.76
3.2
27.2
27
60
15.6
22.24
12.4
1/26/2009
38.12
3.4
30.8
31
60
15.6
21.88
12.2
1/27/2009
38.84
3.8
33.9
34
60
15.6
21.16
11.8
1/28/2009
39.74
4.3
38.5
38
60
15.6
20.26
11.3
1/29/2009
39.74
4.3
32.2
32
60
15.6
20.26
11.3
1/30/2009
39.38
4.1
28.3
28
60
15.6
20.62
11,5
1/32/2009
38.48
3.6
26.9
27
60
15.6
21.52
12.0
2/1/2009
39.02
3.9
34.1
34
60
15.6
20.98
11.7
2/2/2009
40.46
4.7
37.1
37
60
15.6
29.54
10.9
2/3/2009
40.82
4.9
29.8
30
60
15.6
19.18
10.7
2/4/2009
39.02
3.9
21.9
22
60
15.6
20.98
21.7
2/5/2009
36.86
7.7
18.3
18
60
15.6
23.14
12.9
2/6/2009
38.3
3.5
28.4
28
60
15.6
21.7
12.1
2/7/2009
40.82
4.9
38.1
38
60
15.6
19.18
10.7
2/8/2009
42.8
6
44.2
44
60
15.6
17.2
9.6
2/9/2009
42.08
5.6
41.5
42
60
15.6
17.92
10.0
2/10/2009
44.6
7
48.1
48
60
15.6
15.4
&6
2/11/2009
47.84
8.8
52.3
52
72.5
22.5
24.66
13.7
85.2
29.6
30.64
17.02
!!
61.44171812
16.35651007
'I
' 04
110

Prepared by Aquagenics Inc. (312312017)
Revision No.e
onical Nitrogen (as N)
Barium
Strontium
Alkalinity (as CaCO3)
bonate (as HCO3)
Sulfate
Nitrate (as N)
Nitrite (as N)
Nitrate -Nitrite (as N)
Odho-Phosphate (as P)
Specific Conductance
Total Dissolved Solids
Total Suspended Solids
pH (Lab)
Total Silica (as SiO2)
Reactive Silica (as SiO2)
MBAs (in LAS)
BOD-5
Total Organic Carbon (TOC)
Dissolved Organic Carbon (DOC)
mg/L
ml
mg/L.
mgYL
mg&
mg/L
mg/L.
mg/L
ng/L
mil
mg/L
mg/L
mg/L
nxtrL
nx//L
mg/L
rS2n
,ngiL
mg/L
NTu
SU
mq/L
mg/L
mg/L
ng/L
rncyL
my/L
mg/L
rnq/L
rm7/L
rng/L
n j/L
Dan River and Potable Water Quality and
Estimated REC Wastewater Discharge Characteristics
Average Water Quality Conditions
Annual
Average
Dan River Average
Reidsville Potable Water
Wastewater Discharge
Concentration
Average Concentration
Concentration
3.3
21.6
29.7
2.2
3.5
15.6
8.0
6.0
55.8
3.2
2.4
22.3
0.01
0.1
0.1
0.047
0.020
0.326
0.049
0.038
0.342
22.4
24.3
105.6
27.3
29.6
128.8
12.8
11.2
192.4
9.1
25.7
66.4
0.14
0.49
1.00
0.02
0.D9
0.15
0.16
0.58
1.15
0.01
0.48
0.42
0.1
0.21
0.51
100
155.6
857
151.3
122.5
1154' ,
84.5
1.5
13.9
82.6
1.6
1.5
7.2
7.4
6.5-8.5
20.4
12.6
71.9
9.0
7.2
63.0
0.1
0
0.2
24.6
19.1
87.3
3.4
0.0
11.7
2.6
2.40
15.6
2.4
2.3
14.1
Absent
Absent
Absent
0.174
0
1.196
0.131
0.087
0.912
Absent
Absent
Absent
Maximum Water Quality Conditions
Average
Ion
Maximum corimntratlon
Concentration
4.5
25.4
35.1
5.0
4.5
35.0
12.7
7.1
88.2-
4.4
2.8
30.6
0.04
0.15
0.32
0.219
0.030
1.507
0.076
0.046
0.529
26.5
27.0
124.8
32.3
32.9
152.1
24.0
13.0
166.7
15.0
34.7
108.3
0.35
0.60
2.50
0.09
0.20
0.65
0.44
0.80
3.15
0.02
0.68
0.52
0.2
0.26
1.63
151
166.0
1207
266.0
172.0
1948
630.0
2.5
15
592.0
7.3
20
7.5
7.6
6.5-8.5
44.5
13.8
154.8
13.3
9.9
92.8
0.4
0
0.7
61.0
33.0
214.4
3.4
0.0
11.7
8.5
2.53
50.1
6.8
2.5
40.3
Absent
Absent
Absent
0.461
0
3.162
0.326
0.109
2.253
Absent
Absent
Absent
L: X

Phosphorous
mg/L
0.06
0.706
0.79
0.39
0,947
3.09
Hetemtrophic Colonies
MPN/100 mL
125,956
0.000
200
772
0.000
200
Oil& Grease
mg/L
2.5
0.000
<5
5
0.000
<5
Total Petroleum Hydrocarbons (TPH)
mg/L
0.05
0
so.1
0.1
0
<0.1
Iron, Total
mg/L
0.503
0.03
0.179
1.120
0.06
0.395
Manganese, Total
mg/L
0.033
0.009
0.013
0.054
0.02
0.022
Aluminum, Total
mg/L
0.201
0.047
0.076
0,501
0,056
0.181
Antimony
mg/L
0.0004
0.0003
0.00279
0.0009
0.0005
0.00591
Arsenic
ng/L
Absent
Absent
Absent
Absent
Absent
Absent
Beryllium
mg/L
0.00025
0,00025
0.00175
0.0005
0,0005
0,00351
Cadmium
mg/L
0.000075
0.00008
0.00053
0.00015
0.00015
0.00105
Chromium
mg/L
0.0026
0,0010
0.0180
0.0040
0,0020
0.0278
Copper
mg/L
0.001
0.042
0.013
0.002
0.272
0.056
Lead
ng/L
0.0003
0.0005
0.0021
0.0008
0.0015
0.0057
Mercury
ng/L
0.00000243
0,00000138
0.00001688
0.00000415
0.00000406
0,00002910
Molybdenum
mg/L
Absent
Absent
Absent
Absent
Absent
Absent
Nickel
mg/L
0.005
0.005
0.0351
0.01
0.01
0,0702
Selenium
mg/L
Absent
_ Absent
Absent
Absent
Absent
Absent
Silver
mg/L
Absent
Absent
Absent
Absent
Absent
Absent
Thallium
mg/L
Absent
Absent
Absent
Absent
Absent
Absent
Zinc
mg/L
0.00671
0.021
0,049
0.017
0.131
0.137
Notes-
1. Dan River and Reidsville Potable Water Average and Maximum Water Quality Concentrations based on eight (8) sampling events: September 20, Odober 4, 18, and 31: November 14, and December 7, 2016.
Plus January 23 and February 13, 2017.
2. The Concentrations used for Parameters in the Dan River and Reidsville Potable Water with measured values below detection were assumed to be one-half the Detection Limit for Average Water quality Conditions
and at the Detection Limit for Maximum Water Quality Conditions.
3. The Concentrations for Iron, Manganese, Aluminum, Beryllium, Copper, Nickel, Lead, Zinc, Mercury, Cadmium and Chromium under Average Water Quality Conditions did not consider the January 23, 2017 sampling results.
4. Since the concentrations of Cyanide, Sulfide, Arsenic, Molybdenum, Selenium, Silver, and Thallium were less than detectable for all eight sampling events,
these parameters are considered "Absent" or "Not believed to be Present".
5. The concentrations of Iron, Manganese, Aluminum, and all fourteen heavy metal parameters (Antimony through Zinc) under Maximum Water Quality Conditions did not consider the January 23, 2017
sampling event. Instead the respective maximum concentrations based on the other seven (7) sampling events were considered.
6. All Other Priority Pollutants not listed above were below the limits of detection for the September 20 and December 7, 2016 Priority Pollutant sampling events of the Dan River and potable water supplies.
7. Clarification and Filtration of the Dan River water is expected to remove various portions of particulates, oil and grease, organics, TPH, iron,aluminum, manganese, and several heavy
metals (Beryllium, Copper, Lead, Nickel, Mercury, and Zinc) which are discharged off -site with the filter -press solids.
8. The REC Water Balance of 1/19/2017, Average Annual Case, was used as the basis of stream flow rates and stream configuration for Average and Maximum Water Quality Conditions.
9. Wastewater Discharge Concentrations based on Cooling Tower Cycles of Concentration (COC) of 7.0 except Instantaneous Peak CDC of 4.0. Evaporative Cooler COC of 2.0.
10. The Wastewater Discharge is for Water Balance Stream No. 29 (Waste Disposal Off -Site).
Estimated Wastewater Discharge CharacteristicsRev.No.6March 23,2017.xlsx