20080793 Ver 1_Stormwater Info_20081008

OS-fl?g3
4190 Hwy. 16 South • Newton, NC 28658 • [phone] • Fax [phone]
October 6, 2008
Sue Homewood
NCDENR
Water Quality Section
585 Waughtown Street
Winston-Salem, NC 27107
Re: BREMCO (Ache County)
Ms. Homewood,
Attached are the following as requested for the BREMCO project located in Ashe County.
1) Revised Sheet 3 of 4 of the Wet Detention Basin Operation and Maintenance Agreement.
2) Revised Wet Detention Basin Supplement.
3) Completed Plan Checklist
4) Revised Detention Basin Plan per the Wet Detention Basin Supplement.
5) Revised Detention Basin Calculations based upon revisions per the Wet Detention Basin
Supplement.
Should you need any further information, please do not hesitate to contact me.
Thank you,
Miles A. Wright,
Cc: Ian McMillan (NCDENR)
File
r=od??
OCT 8 2008
DENR . WATER QUALM Y
WETLANDS AND STORMWATER BRANCH
CIVIL ENGINEERS & SURVEYORS
I
V
Permit No. 0IS r C) 19 3
(to be provided by 0WQ)
?QF F9
PIMA
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
1. PROJECT INFORMATION
Project name BREMCO
Contact person Miles A. Wright, PE
Phone number 828-465-2205
Date 8/26/2008
Drainage area number 1
II. ` DESIGN INFORMATION
Site Characteristics
Drainage area 502,809.00 ft2
Impervious area 315,810.00 ftz
% impervious 62.81 %
Design rainfall depth 1.00 in
Storage Volume: Non•SR Waters
Minimum volume required ft3
Volume provided ft3
Storage Volume: SR Waters
1-yr, 24-hr runoff depth 2.98 in
Pre-development 1-yr, 24-hr runoff 5,463.00 ft3
Post-development 1-yr, 24-hr runoff 26,503.00 ft3
Minimum volume required 21,040.00 ft3
Volume provided 63,473.00 ft3
Peak Flow Calculations
1-yr, 24-hr rainfall depth 2.98 in
Rational C, pre-development 0.70 (unitless)
Rational C, post-development 0.90 (unitless)
Rainfall intensity: 1-yr, 24-hr storm 0.36 in/hr
Pre-development 1-yr, 24-hr peak flow 2.14 ft3/sec
Post-development 1-yr, 24-hr peak flow 2.76 ft3/sec
Pre/Post 1-yr, 24-hr peak flow control 0.62 ft3/sec
Basin Elevations
Basin bottom elevation 962.00 ft
Sediment cleanout elevation 965.00 ft
Bottom of shelf elevation 966.00 ft
Permanent pool elevation 968.00 ft
SHWT elevation 968.00 ft
Top of shelf elevation 967.00 ft
Temporary pool elevation 970.17 ft
Form SW401-Wet Detention Basin-Rev 4
Parts I. & 11 . Design Summary, Page 1 of 2
f
Permit No.
(to be provided by DWQ)
II. DESIGN` INFORMATION
Volume and Surface Area Calculations
SA/DA ratio 2.80 (unitless)
Surface area at the bottom of shelf 13,452.00 ft
Volume at the bottom of shelf 50,887.00 ft3
Permanent pool, surface area required 14,078.00 ft2
Permanent pool, surface area provided 16,188.00 ft2 OK
Permanent pool volume 66,054.00 ff3
Average depth for SA/DA tables 4.08 ft OK
Surface area at the top of shelf 20,454.00 ft2
Volume at the top of shelf 84,721.00 ft3
Forebay volume 12,356.00 ft3
Forebay % of permanent pool volume 18.71 % OK
Temporary pool, surface area provided 24,691.00 ft2
Drawdown Calculations
Treatment volume drawdown time
Treatment volume discharge rate
Pre-development 1-yr, 24-hr discharge
Post-development 1-yr, 24-hr discharge
Additional Information
Diameter of orifice
Design TSS removal
Basin side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build-out?
Drain mechanism for maintenance or emergencies
3.90 days
0.09 ft3/S
10.62 ft3/s
2.40 ft3/s
1.5 in
90 %
3.00 :1
10.00 :1
10.00 ft
3.00 :1
3.00 :1
Y (Y or N)
2.50 ft
N (Y or N)
Y (Y or N)
Y (Y or N)
12" SLUICE GATE
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Design must be based on 90% TSS removal
OK
OK
Form SW401-Wet Detention Basin-Rev.4 Parts I & 11 Design Summary, Page 2 of 2
.r
Permit No
(to be provided by DWQ)
lilt. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet No.
1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build-out,
Off-site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
I Boundaries of drainage easement.
2. Partial plan (V = 30' or larger) and details for the wet detention basin showing:
Outlet structure with trash rack or similar,
Maintenance access,
Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway,
Basin cross-section,
Vegetation specification for planting shelf, and
Filter strip.
3. Section view of the dry detention basin (1" = 20' or larger) showing:
Side slopes, 3:1 or lower,
Pretreatment and treatment areas, and
Inlet and outlet structures.

4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
.•L i% - `' 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
s} A,y
1 'i,
t (
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
Y 9. A copy of the deed restrictions (if required).
/ `'•r?? `flf°-(" O. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.4 Part III Required Items Checklist, Page 1 of 1
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potential problem: How I will remediate the problem:
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Division of
damage have occurred at the Water Quality Regional Office, or
outlet. the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 3 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads _3 feet in the forebay, the sediment shall
be removed.
BASIN DIAGRAM
(fill in the blanks)
Sediment Removal
Bottom
Permanent Pool Elevation 967.50
Z 966 Pe anen`?
Volume
963 -ft Min.
-------LA--Sediment
Storage
FOREBAY
Pool
Sediment Removal Elevation 965 Volume
------------------------ -------
Bottom Elevation
MAIN POND
1-ft
Storage
Form SW401-Wet Detention Basin O&M-Rev.3 Page 3 of 4

0%-01R3
Storm Drainage & Erosion
Control Calculations
For
BREMCO
Ashe District Office
Prepared By
°
° ESS/
F 2.°
. Cj
° 0
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°
° ° -
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,?I 00poooo°°° ? ??
S
#oil 110
iVRIGHT &• ASSOCIATES
ENGINEERS & SURVEYORS
4190 HIGHWAY 16 SOUTH
NEWTON, NC 28558
;828) 465-2205 OFFICE
[phone] FAX
Detention Calculations
BREMCO
10/6/2008
Existing Conditions:
On-Site Drainage Area=
Off-Site Drainage Area=
Total Drainage Area=
Curve Number Data
On-Site:
Impervious On-Site:
Pervious On-Site:
11.54 Ac.
0 Ac.
11.54 Ac.
11.54 Acres (Total Area)
1.2 Acres Curve Number=
10.34 Acres Curve Number=
Existing On-site Conditions Composite Curve Number
Off-Site Drainage Area= 0 Ac. Curve Number
Existing Conditions Curve Number 68
Developed Conditions:
On-Site Drainage Area= 11.54 Ac.
Off-Site Drainage Area= 0 Ac.
Area Diverted Around System 0 Ac. -(Assume this area will have same
Total Drainage Area= 11.54 Ac. runoff in Post Dev. As in Pre. Dev.)
Curve Number Data
On-Site: 11.54 Acres (Total Area)
Impervious On-Site: 7.25 Acres Curve Number=
Pervious On-Site: 4.29 Acres Curve Number=
Developed On-site Conditions Composite Curve Number
Off-Site Drainage Area= 0 Ac. Curve Number
Developed Conditions Curve Number 84
95
65
68
69 (Meadow)
95
65
84
69 (Meadow)
Wor4sheet 3: Time of concentration (Te) or travel tirne (Tt)
Project & E AA cc By Dace
Location Checked Date
Ctccle one: Present Developed
Circle one: T- -1. through subarea
NO75: Space for as many as two segments per flow type can be used for each
worksheet.
Include a map, schematic, or description of flow segments.
Sheet flow (Applicable co Tc only) Segment ID
1. Surface description (table 3-1) ............ ?MVV-Kl
2. Nanning's roughness coeff., n (cable 3-1) .. D•Oll
3. Flow length, L (total L < 300 fc) .......... ft t Ob
4. Two-yr 24-hr rainfall, P2 .................. in 3 .I Gi
5. Land slope, s .............................. f:/ft O.Mp7
6. T` OP0o7,(SO)0.8 Compute Tt hr +
2
Shallow concentrated flow Segment ID
7. Surface description (paved or unpaved) .....
8. Flow length, L ............................. fc L88
9. Watercourse slope, s ....................... fc/ft Q 'fi`t
10. Average velocity, V (figure 3-1) ........... ft/s
11. Tt 3600 V Compute Tr ...... hr +
Segment ID
12. Cross sectional flow area, a ............... f:2
13. Wetted perimeter, p w ....................... ft
14. Hydraulic radius, r a Compute r ....... ft
pw
15. Channel slope, s ........................... ft/fc
16. Manning's roughness coeff., n ..............
17 V- 1'49 r 2/3 s 1/2 C t V f/
,2.35
D. 3?
O.Co
p,o(3
S(. AO
oLj

ompu a ....... c s
n
18. Flow length, L ............................. fc &o 1
19. Tc - 3600 V Compute Tt ....., hr + - 4?7,V7
20. Watershed or subarea Tc or Tt (add Tc in steps 6, 11, and 19) ....... hr .?
SAK 1.1.
(210-VI-TR-55, Second Ed., June 1986) D-3

Table 3-11
Runoff Curve Numbers'
Cover Description Curve Numbers for
Hydrologic Soil Groups
Cover Type and Hydrologic Average Percent A 8 C U
Condition Impervious Areal
Fully Developed Urban Areas (vegetation established)
Open space (lawns, parks, cemeteries, etc.)' fi 79 86 89
Poor condition (grass cover <50%) b
Fair condition (grass cover 50% to 75%) 49 69 79 84
Good condition (grass cover >75%) 39 61 74 80
Impervious areas:
Paved parking lots, roofs, driveways, etc.
98
98
98
98
Paved streets and roads 98 98 98 98
Paved; open ditches (including right-of-way) 83 89 92 93
Gravel (including right-of-way) 76 85 89 91
Dirt (including right-of-way) 72 82 87 89
Urban districts:
85
89
92
94
95
Commercial and business 72 81 88 91 93
Industrial
Residential district by average lot size:
1 /8 acre or less (town houses) 65 77 85 90 92
1 /4 acre 38 61 75 83 87
1 /3 acre 30 57 72 81 86
1 /2 acre 25 54 70 80 85
1 acre 20 51 68 79 84
2 acres 12 46 65, 77 82
Aaricultural Lands
Pasture, grassland, or range (continuous forage for grazing)`
Poor hydrologic condition 68 79 86 89
Fair hydrologic condition 49 69 79 84
Good hydrologic condition 39 61 74 80
Meadow (continuous grass, protected from grazing and generally 30 58 71 78
mowed for hay)
Woods6
Poor hydrologic condition
45
66
77
83
Fair hydrologic condition 36 60 73 79
Good hydrologic condition 30 55 70. 77
Developing Urban Areal
Newly graded areas (pervious areas
only, no vegetation) 77 86 91 94
3-30
Table 3-12
Roughness Coefficients (Manning's n)' for Sheet Flow
Surface Description 2
Smooth surfaces (concrete, asphalt
gravel, or bare soil) 0.011
Fallow (no residue) 0.05
Cultivated soils:
Residue cover < 20% 0.06
Residue cover > 20% 0.17
Grass:
Short grass prairie 0.15
Dense grasses2 0.24
Bermuda grass 0.41
Range (natural) 0.13
Woods'
Light underbrush 0.40
Dense underbrush 0.80
'The n values are a composite of information by Engman 0 9861.
2Includes species such as weeping lovegrass, bluegrass, buffalo grass, blue
gamma grass, and native grass mixture.
3When selecting n, consider cover to a height of about 0.1 ft. This is the only part
of the plant cover that will obstruct sheet flow.
Source: SCS, TR-55, Second Edition, June 1986.
3-33
.50 -
.20 -
.10 -
w -
w
a .06
0
N -
W
.04 -
0
v
L
W
rO
.02
.01
.005
1 2 4 6 10
Average velocity, ft/sec
Source: USDA, SCS, TR55(19W
Figure 3-5
Average Velocities- Shallow Concentrated Flow
3-35
1.
20
3.10 Simplified SCS Method
Overview The following SCS procedures were taken from the SCS Technical Release 55
3.101 (TR-55) which presents simplified procedures to calculate storm runoff volum
es, peak rate of discharges and hydrographs. These procedures are applicable to
small drainage areas and include provisions to account for urbanization. The
following procedures outline the use of the SCS-TR 55 method.
Peak The SCS peak discharge method is applicable for estimating the peak runoff rate
Discharges from watersheds with homogeneous land uses. The following method is based
3.10.2 on the results of computer analyses performed using TR-20, "Computer Program
for Project Formulation- Hydrology (SCS 1983).
The peak discharge equation is:
Dy = q,AQF, (3.26)
Where: Q, = peak discharge (cfs)
q? = unit peak discharge (cfs/mi2fin)
A = drainage area (mil)
Q = runoff (in)
F, = pond and swamp adjustment factor
The input requirements. for this. method are as follows:
1. T, - hours
2. Drainage area - mil
3. Type II rainfall distribution
4. 24-hour design rainfall
5. CN value
6. Pond and Swamp adjustment factor
(If pond and swamp areas are spread throughout the watershed and are not
considered in the T, computation, an adjustment is needed.)
Computations Computations for the peak discharge method proceed as follows:
3.10.3
1. The 24-hour rainfall depth is determined from the following table for the
selected return frequency.
Freavencv 24-Hour Rainfall
2-year 3.12 inches
5-year 4.32 inches
10-year 4.80 inches
25-year 5.76 inches
50-year 6.48 inches
100-year 6.96 inches
3-44
Table 4-2 (continued)
J Type of channel and description M inimum Normal Maximum
C. EXCAVATED OR DREDGED
straight and uniform
Earth
a
,
.
recently completed
Clean
1 0.016 0.018 0.020
,
.
after weathering
Clean
2 0.018 0.022 0.025
,
.
uniform section, clean
Gravel
3 0.022 0.025 0 030
,
.
4. With short grass, few weeds 0.022 0.027 0.033
winding and sluggish
Earth
b
,
.
. No vegetation
1
0.023
0.025
0.030
Grass, some weeds
2 0.025 0.030 0.033 .
.
3. Dense weeds or aquatic plants in 0.030 0.035 0.040
deep channels
Earth bottom and rubble sides
4 0.028 0.030 0.035
.
Stony bottom and weedy banks
5 0.025 0.035 0.040
.
6. Cobble bottom and clean sides 0.030 0,040 0.050
Dragline-excavated or dredged
c
.
1. No vegetation 0.025 0.028 0.033
2. Light brush on banks 0.035 0.050 0.060
d. Rock cuts
Smooth and uniform
1
0.025
0.035
0-040
.
2. Jagged and irregular 0.035 0.040 0.050
c. Channels not maintained, weeds and
brush uncut
Dense weeds, high as flow depth
1
0.050
0.080
0.120
.
Clean bottom, brush on sides
2 0.040 0.050 0.080
.
3. Same, highest stage of flow 0.045 0.070 0.110
4. Dense brush, high stage 0.080 0.100 0.140
D. NATURAL STRLAMS .
D-1. Minor streams (top width at flood stage
<100 ft)
a. Streams on plain
1. Clean, straight, full stage, no rifts or
0.025
0.030
0.033
deep pools
2. Same as above, but more stones and 0.030 0.035 0.040
weed!
3. Clean, wiadiog, some pools and
0.033
0.040
0.045
shoals
4. Same as above, but some weeds and
0.035
0.045.
0.050
stones -"
b. Same as above, lower stages, more
0.040
0.048
0.055
ineffective slopes and sections
6. Same as 4, but more stones 0.045 0.050 0.060
7. Sluggish reaches, weedy, deep pools 0.050 0.070 r. 080
8. Very weedy reaches, deep pools, or 0.075 0.100 0.150
floodways with heavy stand of tim-
ber and underbrush
4-12
Storm Drainage
10 Year Flow Calculations

Structure Number Drainage Area C ! I(in/hr) Q(10) Total Q(10)
G1#17 0.15 0.70 6.50 0.68 0.68
GI#18 0.21 ! 0.70 6.50 0.96 1.64

YI# 16 1.57 0.70 6.50 7.14 7.14
GI#15 0.69 0.70 6.50 3.14 10.28
GI#14 ! 0.51 0.70 6.50 2.32 12.60
G1#13 1.14 0.70 6.50 5.19 I, 17.79
G1#12 0.88 0.70 6.50 4.00 ! 21.79
CB#7 0.42 0.70 6.50 1.91 ! 23.71
CB#8 0.07 0.70 6.50 0.32 24.02
CB99 0.08 0.70 6.50 0.36 25.07
CB#6 I 0.15 0.70 ; 6.50 0.68 0.68
CB410 ! 0.17 0.70 6.50 0.77 25.84
CB#11 0.21 0.70 6.50 0.96 26.80
CB#4 0.45 0.70 6.50 2.05 41.09
CB#5 0.15 0.70 6.50 0.68 41.77

CB#1 0.18 0.70 6.50 % 0.82 ! 0.82
GI#IA j
G1#2 1.52 0.70 6.50
0.67 0. 6.50 6.92
3.05 7.74
12.24
GI#19 0.32 0.70 6.50 1 1.46 j 1.46
1" Volume Calculation
Vh= (1.00) [0.05 + 0.009 (1)] * A ` 1/12
1 = % of Watershed Impervious= 61.5
A = Watershed in Acres= 11.54
Vh= 0.580 AC-FT = 25270.62 Cubic Feet
Depth of 1" Storage (See Storage Volume Calculations)
Stage Volume
968 18668 Bottom Elev of Pond= 962
969 40194
Interpolate between 968
1" Elev= 968.31
& 969
Orifice Size Calculation
t= (2A/(C`a*2"g^0.5)) " h1 ".5 - h2^.5
A= Pond Surface Area (SF)=
C= Coefficient of Discharge =
a= area of orifice (SF)=
g=acceleration due to gravity
h1=
h2=
18000 SF (Avg)
0.6
0.0167 SF (1.75' Orifice)
32.2 Feet/Sec^2
0.31 Feet
0 Feet
t= 48.74 Hours (Time to dewater Basin)
Proposed Conditions Storage Volumes

Contour Surface Area Change in Elevation Sub Volume Total Volume
967.5 16881 0.0 0.0 0.0
968 20454 0.5 18668 18668
969 22598 1.0 21526 40194
970 24691 1.0 23645 63838
971 26118 1.0 25405 89243
i
Proposed Pond Outflow

Elev Orifice Spillway I Total Flow
967.5 0.00 0.00 0.00
968.5 j 0.08 0.00 0.08
969 0.09 10.69 10.78
970 0.12 55.55 55.67
971 0.15 119.53 119.68
tmp#25.txt
stor age indicat ion metho d
Given Input Data:
File .. ....
Description ....
Time increment 0.1000 hrs
Input Files:
Pre-Dev Hydrograph c
urve .. G:\Land Proj
ects 3\101-
027\hd\l-ye
ar storm
(pre).hdc
Post-Dev Hydrograph curve G:\ Land Proj ects 3\101- 027\hd\l-ye ar storm (post).hdc
Stage-Storage curve ....... G:\ Land Proj ects 3\101- 027\hd\stag estorage. ssc
stage-Discharge curv e ..... G:\ Land Proj ects 3\101- 027\hd\stag edischarg e.sdc
Output Data:
Routed Peak Flow ... ...... 3.1386 cfs
Routed Peak Time ... ...... 12.5000 hrs
Pre-Developed Peak F low .. 10.6269 cfs
Pre-Developed Peak Time .. 12.1000 hrs
Post-Developed Peak Flow 26.6157 cfs
Post-Developed Peak Time 12.1000 hrs
support calculations:
-----------
Time ---------
Inflow -----------
(I1+12)/2 ---------
H1 ----------------------
Sl-(01/2)T S2+(02/2 ---------
)T H2 -----------
Outflow
hrs cfs ft3 ft ft3 ft3
--------- ft
--------- cfs
-----------
-----------
11.0000 ---------
0.6325 -----------
113.8413 ---------
0.0000 -----------
0.0000 --
113.8413 967.5030 0.0002
11.1000 0.7203 243.4939 967.5030 113.7535 357.2475 967.5096 0.0008
11.2000 0.8081 275.1165 967.5096 356.9720 632.0885 967.5169 0.0014
11.3000 0.8960 306.7391 967.5169 631.6012 938-.3403 967.5251 0.0020
11.4000 1.0629 352.5919 967.5251 937.6167 1290.2086 967.5345 0.0028
11.5000 1.2298 412.6748 967.5345 1289.2138 1701.8885 967.5456 0.0036
11.6000 1.3967 472.7577 967.5456 1700.5763 2173.3340 967.5582 0.0047
11.7000 3.8650 947.0965 967.5582 2171.6582 3118.7547 967.5835 0.0067
11.8000 6.3333 1835.6913 967.5835 3116.3499 4952.0412 967.6326 0.0106
11.9000 8.8016 2724.2861 967.6326 4948.2228 7672.5089 967.7054 0.0164
12.0000 17.0498 4653.2640 967.7054 7666.5928 12319.8568 967.8298 0.0264
12.1000 26.6157 7859.7946 967.8298 12310.3573 20170.1518 968.0694 0.0456
12.2000 16.5492 7769.6702 968.0694 20153.7531 27923.4233 968.4293 0.0743
12.3000 5.7184 4008.1632 968.4293 27896.6582 31904.8214 968.5969 2.1539
12.4000 3.8738 1726.5934 968.5969 31129.4148 32856.0081 968.6344 2.9560
12.5000 3.2413 1280.7149 968.6344 31791.8498 33072.5646 968.6429 3.1386
12.6000 2.7406 1076.7492 968.6429 31942.6662 33019.4153 968.6408 3.0938
12.7000 2.2663 901.2438 968.6408 31905.6514 32806.8952 968.6325 2.9146
12.8000 2.0028 768.4289 968.6325 31757.6461 32526.0750 968.6214 2.6778
12.9000 1.8710 697.2781 968.6214 31562.0744 32259.3525 968.6109 2.4529
13.0000 1.7392 649.8442 968.6109 31376.3209 32026.1651 968.6017 2.2562
13.1000 1.6207 604.7820 968.6017 31213.9222 31818.7042 968.5935 2.0813
13.2000 1.5021 562.0915 968.5935 31069.4402 31631.5317 968.5861 1.9235
13.3000 1.4230 526.5161 968.5861 30939.0877 31465.6038 968.5796 1.7835
13.4000 1.3440 498.0558 968.5796 30823.5305 31321.5863 968.5739 1.6621
13.5000 1.2781 471.9671 968.5739 30723.2324 31195.1995 968.5689 1.5555
13.6000 1.2122 448.2502 968.5689 30635.2128 31083.4630 968.5645 1.4613
13.7000 1.1595 426.9050 968.5645 30557.3962 30984.3012 968.5606 1.3777
13.8000 1.1068 407.9314 968.5606 30488.3369 30896.2683 968.5572 1.3034
13.9000 1.0541 388.9578 968.5572 30427.0282 30815.9860 968.5540 1.2357
14.0000 1.0014 369.9843 968.5540 30371.1172 30741.1015 968.5511 1.1726
14.1000 0.9662 354.1730 968.5511 30318.9654 30673.1384 968.5484 1.1153
14.2000 0.9311 341.5240 968.5484 30271.6338 30613.1578 968.5460 1.0647
14.3000 0.8960 328.8749 968.5460 30229.8615 30558.7364 968.5439 1.0188
14.4000 0.8784 319.3882 968.5439 30191.9609 30511.3490 968.5420 0.9789
Page 1
14.5000 0.8608 313.0636 968.5420
14.6000 0.8433 306.7391 968.5405
14.7000 0.8235 300.0193 968.5391
14.8000 0.8037 292.9042 968.5379
14.9000 0.7840 285.7892 968.5368
15.0000 0.7642 278.6741 968.5358
15.1000 0.7484 272.2705 968.5348
15.2000 0.7326 266.5784 968.5338
15.3000 0.7168 260.8864 968.5329
15.4000 0.7010 255.1943 968.5321
15.5000 0.6852 249.5022 968.5313
15.6000 0.6693 243.8102 968.5305
15.7000 0.6535 238.1181 968.5297
15.8000 0.6377 232.4260 968.5289
15.9000 0.6219 226.7340 968.5282
16.0000 0.6061 221.0419 968.5274
16.1000 0.5956 216.2985 968.5267
16.2000 0.5850 212.5038 968.5260
16.3000 0.5745 208.7091 968.5253
16.4000 0.5639 204.9144 968.5247
16.5000 0.5534 201.1197 968.5242
16.6000 0.5481 198.2736 968.5236
16.7000 0.5429 196.3763 968.5231
16.8000 0.5376 194.4789 968.5227
16.9000 0.5323 192.5816 968.5223
17.0000 0.5270 190.6842 968.5220
17.1000 0.5218 188.7869 968.5217
17.2000 0.5165 186.8895 968.5214
17.3000 0.5112 184.9921 968.5211
17.4000 0.5060 183.0948 968.5209
17.5000 0.5007 181.1974 968.5206
17.6000 0.4954 179.3001 968.5204
17.7000 0.4902 177.4027 968.5201
17.8000 0.4849 175.5054 968.5199
17.9000 0.4796 173.6080 968.5196
18.0000 0.4743 171.7107 968.5194
18.1000 0.4664 169.3390 968.5191
18.2000 0.4585 166.4929 968.5189
18.3000 0.4506 163.6469 968.5186
18.4000 0.4427 160.8009 968.5182
18.5000 0.4348 157.9548 968.5179
18.6000 0.4269 155.1088 968.5176
18.7000 0.4190 152.2628 968.5172
18.8000 0.4111 149.4167 968.5168
18.9000 0.4032 146.5707 968.5165
19.0000 0.3953 143.7247 968.5161
19.1000 0.3900 141.3530 968.5158
19.2000 0.3847 139.4556 968.5154
19.3000 0.3795 137.5583 968.5151
19.4000 0.3742 135.6609 968.5148
19.5000 0.3689 133.7636 968.5145
19.6000 0.3637 131.8662 968.5142
19.7000 0.3584 129.9688 968.5140
19.8000 0.3531 128.0715 968.5137
19.9000 0.3478 126.1741 968.5135
20.0000 0.3426 124.2768 968.5132
20.1000 0.3413 123.0909 968.5130
20.2000 0.3399 122.6166 968.5127
20.3000 0.3386 122.1423 968.5126
20.4000 0.3373 121.6679 968.5124
20.5000 0.3360 121.1936 968.5123
20.6000 0.3347 120.7192 968.5122
20.7000 0.3334 120.2449 968.5121
tmp#25.txt
30158.9589 30472.0225 968.5405 0.9457
30131.5707 30438.3098 968.5391 0.9173
30108.0921 30408.1115 968.5379 0.8918
30087.0611 30379.9654 968.5368 0.8681
30067.4593 30353.2485 968.5358 0.8455
30048.8529 30327.5270 968.5348 0.8239
30030.9397 30303.2102 968.5338 0.8033
30014.0047 30280.5831 968.5329 0.7843
29998.2466 30259.1329 968.5321 0.7662
29983.3080 30238.5023 968.5313 0.7488
29968.9402 30218.4425 968.5305 0.7319
29954.9699 30198.7801 968.5297 0.7153
29941.2765 30179.3946 968.5289 0.6989
29927.7758 30160.2019 968.5282 0.6828
29914.4094 30141.1434 968.5274 0.6667
29901.1366 30122.1785 968.5267 0.6507
29887.9288 30104.2273 968.5260 0.6356
29875.4271 30087.9309 968.5253 0.6218
29864.0778 30072.7869 968.5247 0.6090
29853.5310 30058.4454 968.5242 0.5970
29843.5432 30044.6629 968.5236 0.5853
29833.9446 30032.2183 968.5231 0.5748
29825.2778 30021.6541 968.5227 0.5659
29817.9206 30012.3996 968.5223 0.5581
29811.4755 30004.0571 968.5220 0.5511
29805.6655 29996.3497 968.5217 0.5446
29800.2979 29989.0848 968.5214 0.5385
29795.2384 29982.1279 968.5211 0.5326
29790.3934 29975.3855 968.5209 0.5269
29785.6978 29968.7926 968.5206 0.5214
29781.1063 29962.3037 968.5204 0.5159
29776.5873 29955.8873 968.5201 0.5105
29772.1187 29949.5214 968.5199 0.5051
29767.6853 29943.1906 968.5196 0.4998
29763.2763 29936.8843 968.5194 0.4944
29758.8844 29930.5951 968.5191 0.4891
29754.5044 29923.8434 968.5189 0.4834
29749.8023 29916.2952 968.5186 0.4771
29744.5456 29908.1925 968.5182 0.4702
29738.9025 29899.7034 968.5179 0.4631
29732.9905 29890.9453 968.5176 0.4557
29726.8911 29881.9999 968.5172 0.4482
29720.6613 29872.9241 968.5168 0.4405
29714.3406 29863.7573 968.5165 0.4328
29707.9566 29854.5273 968.5161 0.4250
29701.5285 29845.2532 968.5158 0.4172
29695.0697 29836.4227 968.5154 0.4097
29688.9199 29828.3756 968.5151 0.4029
29683.3157 29820.8739 968.5148 0.3966
29678.0913 29813.7522 968.5145 0.3906
29673.1315 29806.8951 968.5142 0.3848
29668.3560 29800.2222 968.5140 0.3792
29663.7088 29793.6777 968.5137 0.3737
29659.1510 29787.2225 968.5135 0.3682
29654.6554 29780.8296 968.5132 0.3629
29650.2032 29774.4800 968.5130 0.3575
29645.7812 29768.8721 968.5127 0.3528
29641.8757 29764.4923 968.5126 0.3491
29638.8254 29760.9677 968.5124 0.3461
29636.3708 29758.0387 968.5123 0.3436
29634.3310 29755.5245 968.5122 0.3415
29632.5800 29753.2993 968.5121 0.3396
29631.0303 29751.2752 968.5121 0.3379
Page 2
tmp#25.txt
20.8000 0.3320 119.7706 968.5121 29629.6206 29749.3912 968.5120 0.3363
20.9000 0.3307 119.2962 968.5120 29628.3086 29747.6048 968.5119 0.3348
21.0000 0.3294 118.8219 968.5119 29627.0645 29745.8864 968.5118 0.3334
21.1000 0.3281 118.3475 968.5118 29625.8677 29744.2152 968.5118 0.3320
21.2000 0.3268 117.8732 968.5118 29624.7039 29742.5771 968.5117 0.3306
21.3000 0.3254 117.3989 968.5117 29623.5630 29740.9619 968.5116 0.3292
21.4000 0.3241 116.9245 968.5116 29622.4382 29739.3627 968.5116 0.3279
21.5000 0.3228 116.4502 968.5116 29621.3244 29737.7746 968.5115 0.3265
21.6000 0.3215 115.9758 968.5115 29620.2184 29736.1943 968.5115 0.3252
21.7000 0.3202 115.5015 968.5115 29619.1179 29734.6194 968.5114 0.3239
21.8000 0.3189 115.0272 968.5114 29618.0210 29733.0482 968.5113 0.3226
21.9000 0.3175 114.5528 968.5113 29616.9268 29731.4797 968.5113 0.3212
22.0000 0.3162 114.0785 968.5113 29615.8345 29729.9129 968.5112 0.3199
22.1000 0.3083 112.4183 968.5112 29614.7433 29727.1616 968.5111 0.3176
22.2000 0.3004 109.5723 968.5111 29612.8273 29722.3995 968.5109 0.3136
22.3000 0.2925 106.7262 968.5109 29609.5108 29716.2370 968.5107 0.3084
22.4000 0.2846 103.8802 968.5107 29605.2190 29709.0992 968.5104 0.3024
22.5000 0.2767 101.0342 968.5104 29600.2480 29701.2822 968.5101 0.2958
22.6000 0.2688 98.1881 968.5101 29594.8040 29692.9922 968.5098 0.2888
22.7000 0.2609 95.3421 968.5098 29589.0306 29684.3727 968.5094 0.2815
22.8000 0.2530 92.4961 968.5094 29583.0278 29675.5238 968.5091 0.2741
22.9000 0.2451 89.6500 968.5091 29576.8651 29666.5152 968.5087 0.2665
23.0000 0.2372 86.8040 968.5087 29570.5912 29657.3952 968.5084 0.2588
23.1000 0.2293 83.9580 968.5084 29564.2398 29648.1978 968.5080 0.2510
23.2000 0.2214 81.1119 968.5080 29557.8345 29638.9464 968.5076 0.2432
23.3000 0.2135 78.2659 968.5076 29551.3915 29629.6574 968.5073 0.2354
23.4000 0.2055 75.4199 968.5073 29544.9224 29620.3423 968.5069 0.2275
23.5000 0.1976 72.5738 968.5069 29538.4350 29611.0089 968.5065 0.2196
23.6000 0.1897 69.7278 968.5065 29531.9350 29601.6628 968.5062 0.2118
23.7000 0.1818 66.8818 968.5062 29525.4261 29592.3079 968.5058 0.2039
23.8000 0.1739 64.0357 968.5058 29518.9110 29582.9468 968.5054 0.1960
23.9000 0.1660 61.1897 968.5054 29512.3917 29573.5814 968.5051 0.1881
24.0000 0.1581 58.3437 968.5051 29505.8694 29564.2131 968.5047 0.1802
24.1000 0.1502 55.4976 968.5047 29499.3450 29554.8426 968.5043 0.1723
24.2000 0.1423 52.6516 968.5043 29492.8191 29545.4707 968.5039 0.1644
24.3000 0.1344 49.8056 968.5039 29486.2923 29536.0978 968.5036 0.1565
24.4000 0.1265 46.9595 968.5036 29479.7647 29526.7242 968.5032 0.1486
24.5000 0.1186 44.113S 968.5032 29473.2366 29517.3SO1 968.5028 0.1407
24.6000 0.1107 41.2675 968.5028 29466.7082 29507.9757 968.5025 0.1328
24.7000 0.1028 38.4214 968.5025 29460.1796 29498.6011 968.5021 0.1249
24.8000 0.0949 35.5754 968.5021 29453.6508 29489.2262 968.5017 0.1170
24.9000 0.0870 32.7294 968.5017 29447.1219 29479.8513 968.5014 0.1091
25.0000 0.0791 29.8833 968.5014 29440.5929 29470.4762 968.S010 0.1011
25.1000 0.0712 27.0373 968.5010 29434.0638 29461.1012 968.5006 0.0932
25.2000 0.0632 24.1913 968.5006 29427.5348 29451.7260 968.5002 0.0853
25.3000 0.0553 21.3452 968.5002 29421.0056 29442.3509 968.4999 0.0800
25.4000 0.0474 18.4992 968.4999 29413.5550 29432.0542 968.4994 0.0800
25.5000 0.0395 15.6532 968.4994 29403.2720 29418.9252 968.4988 0.0799
25.6000 0.0316 12.8071 968.4988 29390.1606 29402.9678 968.4980 0.0798
25.7000 0.0237 9.9611 968.4980 29374.2245 29384.1856 968.4972 0.0798
25.8000 O.O1S8 7.1151 968.4972 29355.4674 29362.5825 968.4962 0.0797
25.9000 0.0079 4.2690 968.4962 29333.8933 29338.1623 968.4950 0.0796
26.0000 0.0000 1.4230 968.4950 29309.SO57 29310.9287 968.4938 0.0795
Page 3
tmp#26.txt
storage indication method
Given Input Data:
File
Description ....
Time increment . 0.1000 hrs
input Files:
Pre-Dev Hydrograph curve .. G:\Land Projects 3\101-027\hd\2-year storm (pre).hdc
Post-Dev Hydrograph curve G:\Land Projects 3\101-027\hd\2-year storm.hdc
Stage-Storage curve ....... G:\Land Projects 3\101-027\hd\StageStorage.ssc
stage-Discharge curve ..... G:\Land Projects 3\101-027\hd\stagedischarge.sdc
output Data:
Routed Peak Flow .......
Routed Peak Time .......
Pre-Developed Peak Flow
Pre-Developed Peak Time
Post-Developed Peak Flow
Post-Developed Peak Time
support calculations:
4.4318 cfs
12.4000 hrs
11.8896 cfs
12.1000 hrs
28.7233 cfs
12.1000 hrs
----------
Time ----------
Inflow -----------
(Il+12)/2 ---------
H1 --------------------------------
Sl-(01/2)T S2+(02/2)T H2 ----------
Outflow
hrs cfs ft3 ft ft3 ft3
---- ft
---------- cfs
----------
----------
11.0000 ----------
0.6825 -----------
122.8562 ---------
0.0000 -----------
0.0000 -------
122.8562 967.5033 0.0003
11.1000 0.7773 262.7757 967.5033 122.7614 385.5371 967.5103 0.0008
11.2000 0.8721 296.9024 967.5103 385.2399 682.1423 967.5183 0.0015
11.3000 0.9669 331.0291 967.5183 681.6163 1012.6454 967.5271 0.0022
11.4000 1.1470 380.5129 967.5271 1011.8646 1392.3775 967.5373 0.0030
11.5000 1.3272 445.3536 967.5373 1391.3038 1836.6575 967.5492 0.0039
11.6000 1.5073 510.1944 967.5492 1835.2413 2345.4356 967.5628 0.0050
11.7000 4.1710 1022.0951 967.5628 2343.6271 3365.7222 967.5901 0.0072
11.8000 6.8348 1981.0558 967.5901 3363.1270 5344.1828 967.6431 0.0114
11.9000 9.4986 2940.0164 967.6431 5340.0620 8280.0784 967.7217 0.0177
12.0000 18.4000 5021.7460 967.7217 8273.6939 13295.4399 967.8560 0.0285
12.1000 28.7233 8482.1949 967.8560 13285.1881 21767.3829 968.1436 0.0515
12.2000 17.8596 8384.9337 968.1436 21748.8486 30133.7823 968.5271 0.6605
12.3000 6.1712 4325.5610 968.5271 29896.0101 34221.5711 968.6882 4.1075
12.4000 4.1805 1863.3186 968.6882 32742.8688 34606.1874 968.7034 4.4318
12.5000 3.4980 1382.1319 968.7034 33010.7270 34392.8590 968.6950 4.2519
12.6000 2.9576 1162.0146 968.6950 32862.1587 34024.1734 968.6804 3.9411
12.7000 2.4457 972.6114 968.6804 32605.3950 33578.0064 968.6628 3.5648
12.8000 2.1614 829.2792 968.6628 32294.6710 33123.9501 968.6450 3.1819
12.9000 2.0192 752.4941 968.6450 31978.4526 32730.9467 968.6295 2.8505
13.0000 1.8770 701.3040 968.6295 31704.7532 32406.0572 968.6167 2.5766
13.1000 1.7490 652.6734 968.6167 31478.4904 32131.1638 968.6058 2.3448
13.2000 1.6210 606.6023 968.6058 31287.0464 31893.6488 968.5965 2.1445
13.3000 1.5357 568.2098 968.5965 31121.6338 31689.8436 968.5884 1.9726
13.4000 1.4504 537.4958 968.5884 30979.6978 31517.1936 968.5816 1.8270
13.5000 1.3793 509.3412 968.5816 30859.4592 31368.8004 968.5758 1.7019
13.6000 1.3082 483.7462 968.5758 30756.1137 31239.8599 968.5707 1.5932
13.7000 1.2513 460.7106 968.5707 30666.3156 31127.0263 968.5663 1.4980
13.8000 1.1944 440.2346 968.5663 30587.7350 31027.9696 968.5624 1.4145
13.9000 1.1376 419.7586 968.5624 30518.7489 30938.5075 968.5588 1.3391
14.0000 1.0807 399.2826 968.5588 30456.4448 30855.7274 968.5556 1.2693
14.1000 1.0428 382.2192 968.5556 30398.7943 30781.0135 968.5526 1.2063
14.2000 1.0048 368.5685 968.5526 30346.7613 30715.3298 968.5500 1.1509
14.3000 0.9669 354.9178 968.5500 30301.0172 30655.9350 968.5477 1.1008
14.4000 0.9480 344.6798 968.5477 30259.6529 30604.3327 968.5457 1.0573
Page 1
tmp#26.txt
14.5000 0.9290 337.8545 968.5457 30223.7155 30561.5699 968.5440 1.0212
14.6000 0.9100 331.0291 968.5440 30193.9342 30524.9633 968.5425 0.9903
14.7000 0.8887 323.7772 968.5425 30168.4403 30492.2175 968.5412 0.9627
14.8000 0.8674 316.0987 968.5412 30145.6351 30461.7338 968.5400 0.9370
14.9000 0.8461 308.4202 968.5400 30124.4053 30432.8255 968.5389 0.9126
15.0000 0.8247 300.7417 968.5389 30104.2727 30405.0144 968.5378 0.8892
15.1000 0.8077 293.8310 968.5378 30084.9042 30378.7352 968.5368 0.8670
15.2000 0.7906 287.6882 968.5368 30066.6026 30354.2908 968.5358 0.8464
15.3000 0.7735 281.5454 968.5358 30049.5788 30331.1242 968.5349 0.8269
15.4000 0.7565 275.4026 968.5349 30033.4449 30308.8475 968.5340 0.8081
15.5000 0.7394 269.2598 968.5340 30017.9307 30287.1905 968.5332 0.7898
15.6000 0.7223 263.1170 968.5332 30002.8481 30265.9651 968.5323 0.7719
15.7000 0.7053 256.9742 968.5323 29988.0661 30245.0403 968.5315 0.7543
15.8000 0.6882 250.8314 968.5315 29973.4935 30224.3248 968.5307 0.7368
15.9000 0.6712 244.6885 968.5307 29959.0666 30203.7551 968.5299 0.7195
16.0000 0.6541 238.5457 968.5299 29944.7413 30183.2870 968.5291 0.7022
16.1000 0.6427 233.4267 968.5291 29930.4866 30163.9133 968.5283 0.6859
16.2000 0.6313 229.3315 968.5283 29916.9942 30146.3258 968.5276 0.6711
16.3000 0.6200 225.2363 968.5276 29904.7457 30129.9820 968.5270 0.6573
16.4000 0.6086 221.1411 968.5270 29893.3634 30114.5046 968.5264 0.6442
16.5000 0.5972 217.0459 968.5264 29882.5845 30099.6304 968.5258 0.6317
16.6000 0.5915 213.9745 968.5258 29872.2256 30086.2001 968.5253 0.6204
16.7000 0.5858 211.9269 968.5253 29862.8724 30074.7993 968.5248 0.6107
16.8000 0.5802 209.8793 968.5248 29854.9326 30064.8119 968.5244 0.6023
16.9000 0.5745 207.8317 968.5244 29847.9770 30055.8087 968.5241 0.5947
17.0000 0.5688 205.7841 968.5241 29841.7069 30047.4910 968.5237 0.5877
17.1000 0.5631 203.7365 968.5237 29835.9142 30039.6507 968.5234 0.5811
17.2000 0.5574 201.6889 968.5234 29830.4540 30032.1429 968.5231 0.5748
17.3000 0.5517 199.6413 968.5231 29825.2253 30024.8666 968.5228 0.5686
17.4000 0.5460 197.5937 968.5228 29820.1579 30017.7516 968.5226 0.5626
17.5000 0.5403 195.5461 968.5226 29815.2028 30010.7489 968.5223 0.5567
17.6000 0.5347 193.4985 968.5223 29810.3259 30003.8244 968.5220 0.5509
17.7000 0.5290 191.4509 968.5220 29805.5035 29996.9543 968.5217 0.5451
17.8000 0.5233 189.4033 968.5217 29800.7190 29990.1222 968.5215 0.5393
17.9000 0.5176 187.3557 968.5215 29795.9609 29983.3166 968.5212 0.5336
18.0000 0.5119 185.3081 968.5212 29791.2212 29976.5293 968.5209 0.5279
18.1000 0.5034 182.7486 968.5209 29786.4944 29969.2429 968.5206 0.5217
18.2000 0.4948 179.6772 968.5206 29781.4199 29961.0971 968.5203 0.5149
18.3000 0.4863 176.6057 968.5203 29775.7469 29952.3526 968.5200 0.5075
18.4000 0.4778 173.5343 968.5200 29769.6570 29943.1914 968.5196 0.4998
18.5000 0.4692 170.4629 968.5196 29763.2768 29933.7398 968.5192 0.4918
18.6000 0.4607 167.3915 968.5192 29756.6945 29924.0860 968.5189 0.4837
18.7000 0.4522 164.3201 968.5189 29749.9713 29914.2914 968.5185 0.4754
18.8000 0.4436 161.2487 968.5185 29743.1500 29904.3988 968.5181 0.4671
18.9000 0.4351 158.1773 968.5181 29736.2605 29894.4378 968.5177 0.4587
19.0000 0.4266 155.1059 968.5177 29729.3234 29884.4293 968.5173 0.4502
19.1000 0.4209 152.5464 968.5173 29722.3532 29874.8996 968.5169 0.4422
19.2000 0.4152 150.4988 968.5169 29715.7164 29866.2152 968.5166 0.4349
19.3000 0.4095 148.4512 968.5166 29709.6683 29858.1195 968.5163 0.4280
19.4000 0.4038 146.4036 968.5163 29704.0303 29850.4339 968.5160 0.4215
19.5000 0.3981 144.3560 968.5160 29698.6777 29843.0337 968.5157 0.4153
19.6000 0.3925 142.3084 968.5157 29693.5240 29835.8324 968.5154 0.4092
19.7000 0.3868 140.2608 968.5154 29688.5089 29828.7697 968.5151 0.4033
19.8000 0.3811 138.2132 968.5151 29683.5901 29821.8033 968.5148 0.3974
19.9000 0.3754 136.1656 968.5148 29678.7386 29814.9041 968.5146 0.3916
20.0000 0.3697 134.1180 968.5146 29673.9338 29808.0517 968.5143 0.3858
20.1000 0.3683 132.8382 968.5143 29669.1615 29801.9998 968.5141 0.3807
20.2000 0.3669 132.3263 968.5141 29664.9468 29797.2731 968.5139 0.3767
20.3000 0.3654 131.8144 968.5139 29661.6550 29793.4694 968.5137 0.3735
20.4000 0.3640 131.3025 968.5137 29659.0060 29790.3085 968.5136 0.3708
20.5000 0.3626 130.7906 968.5136 29656.8046 29787.5953 968.5135 0.3686
20.6000 0.3612 130.2787 968.5135 29654.9150 29785.1938 968.5134 0.3665
20.7000 0.3598 129.7668 968.5134 29653.2426 29783.0094 968.5133 0.3647
Page 2
tmp#26.txt
20.8000 0.3583 129.2549 968.5133 29651.7213 29780.9762 968.5132 0.3630
20.9000 0.3569 128.7430 968.5132 29650.3053 29779.0484 968.5131 0.3613
21.0000 0.3555 128.2311 968.5131 29648.9627 29777.1939 968.5131 0.3598
21.1000 0.3541 127.7192 968.5131 29647.6712 29775.3904 968.5130 0.3583
21.2000 0.3526 127.2073 968.5130 29646.4152 29773.6225 968.5129 0.3568
21.3000 0.3512 126.6954 968.5129 29645.1840 29771.8794 968.5129 0.3553
21.4000 0.3498 126.1835 968.5129 29643.9701 29770.1536 968.5128 0.3538
21.5000 0.3484 125.6716 968.5128 29642.7681 29768.4398 968.5127 0.3524
21.6000 0.3470 125.1597 968.5127 29641.5746 29766.7343 968.5127 0.3510
21.7000 0.3455 124.6478 968.5127 29640.3868 29765.0347 968.5126 0.3495
21.8000 0.3441 124.1359 968.5126 29639.2032 29763.3391 968.5125 0.3481
21.9000 0.3427 123.6240 968.5125 29638.0223 29761.6463 968.5125 0.3467
22.0000 0.3413 123.1121 968.5125 29636.8434 29759.9555 968.5124 0.3452
22.1000 0.3327 121.3205 968.5124 29635.6659 29756.9864 968.5123 0.3427
22.2000 0.3242 118.2491 968.5123 29633.5981 29751.8472 968.5121 0.3384
22.3000 0.3157 115.1777 968.5121 29630.0190 29745.1966 968.5118 0.3328
22.4000 0.3071 112.1063 968.5118 29625.3874 29737.4936 968.5115 0.3263
22.5000 0.2986 109.0349 968.5115 29620.0228 29729.0576 968.5112 0.3192
22.6000 0.2901 105.9634 968.5112 29614.1477 29720.1111 968.5108 0.3117
22.7000 0.2815 102.8920 968.5108 29607.9171 29710.8091 968.5105 0.3038
22.8000 0.2730 99.8206 968.5105 29601.4389 29701.2595 968.5101 0.2958
22.9000 0.2645 96.7492 968.5101 29594.7882 29691.5375 968.5097 0.2876
23.0000 0.2560 93.6778 968.5097 29588.0175 29681.6953 968.5093 0.2793
23.1000 0.2474 90.6064 968.5093 29581.1632 29671.7696 968.5089 0.2709
23.2000 0.2389 87.5350 968.5089 29574.2506 29661.7856 968.5085 0.2625
23.3000 0.2304 84.4636 968.5085 29567.2974 29651.7610 968.5081 0.2540
23.4000 0.2218 81.3922 968.5081 29560.3160 29641.7082 968.5077 0.2455
23.5000 0.2133 78.3208 968.5077 29553.3149 29631.6357 968.5073 0.2370
23.6000 0.2048 75.2494 968.5073 29546.3001 29621.5496 968.5069 0.2285
23.7000 0.1962 72.1780 968.5069 29539.2758 29611.4538 968.5065 0.2200
23.8000 0.1877 69.1066 968.5065 29532.2449 29601.3515 968.5061 0.2115
23.9000 0.1792 66.0352 968.5061 29525.2093 29591.2445 968.5057 0.2030
24.0000 0.1706 62.9638 968.5057 29518.1705 29581.1342 968.5053 0.1945
24.1000 0.1621 59.8924 968.5053 29511.1294 29571.0218 968.5050 0.1859
24.2000 0.1536 56.8210 968.5050 29504.0868 29560.9078 968.5046 0.1774
24.3000 0.1450 53.7496 968.5046 29497.0431 29550.7926 968.5042 0.1689
24.4000 0.1365 50.6782 968.5042 29489.9986 29540.6768 968.5038 0.1603
24.5000 0.1280 47.6068 968.5038 29482.9536 29530.5604 968.5034 0.1518
24.6000 0.1194 44.5354 968.5034 29475.9082 29520.4436 968.5030 0.1433
24.7000 0.1109 41.4640 968.5030 29468.8626 29510.3266 968.5026 0.1347
24.8000 0.1024 38.3926 968.5026 29461.8168 29500.2094 968.5022 0.1262
24.9000 0.0938 35.3211 968.5022 29454.7709 29490.0920 968.5018 0.1177
25.0000 0.0853 32.2497 968.5018 29447.7249 29479.9746 968.5014 0.1092
25.1000 0.0768 29.1783 968.5014 29440.6788 29469.8571 968.5010 0.1006
25.2000 0.0683 26.1069 968.5010 29433.6327 29459.7396 968.5006 0.0921
25.3000 0.0597 23.0355 968.5006 29426.5865 29449.6221 968.5002 0.0836
25.4000 0.0512 19.9641 968.5002 29419.5404 29439.5045 968.4997 0.0800
25.5000 0.0427 16.8927 968.4997 29410.7124 29427.6051 968.4992 0.0799
25.6000 0.0341 13.8213 968.4992 29398.8289 29412.6502 968.4985 0.0799
25.7000 0.0256 10.7499 968.4985 29383.8940 29394.6439 968.4976 0.0798
25.8000 0.0171 7.6785 968.4976 29365.9118 29373.5903 968.4967 0.0797
25.9000 0.0085 4.6071 968.4967 29344.8863 29349.4934 968.4955 0.0796
26.0000 0.0000 1.5357 968.4955 29320.8216 29322.3573 968.4943 0.0795
Page 3
tmp#27.txt
storage Indication Method
Given Input Data:
File
Description ....
Time increment . 0.1000 hrs
Input Files:
Pre-Dev Hydrograph curve .. G:\Land Projects 3\101-027\hd\10-year storm (pre).hdc
Post-Dev Hydrograph curve G:\Land Projects 3\101-027\hd\10-year storm.hdc
stage-storage curve ....... G:\Land Projects 3\101-027\hd\Stagestorage.ssc
Stage-Discharge curve ..... G:\Land Projects 3\101-027\hd\stagedischarge.sdc
output Data:
Routed Peak Flow ......... 28.3486 cfs
Routed Peak Time ......... 12.2000 hrs
Pre-Developed Peak Flow .. 32.3484 cfs
Pre-Developed Peak Time .. 12.1000 hrs
Post-Developed Peak Flow 55.7016 cfs
Post-Developed Peak Time 12.1000 hrs
Support Calculations:
----------
Time ----------
Inflow -----------
(I1+12)/2 ---------
H1 --------------------------------
S1-(01/2)T S2+(02/2)T H2 ----------
Outflow
hrs cfs ft3 ft ft3 ft3 ft
--------- cfs
----------
----------
11.0000 ----------
1.3236 -----------
238.2483 ---------
0.0000 -----------
0.0000 -----------
238.2483 -
967.5064 0.0005
11.1000 1.5074 509.5866 967.5064 238.0646 747.6512 967.5200 0.0016
11.2000 1.6913 575.7667 967.5200 747.0747 1322.8413 967.5354 0.0028
11.3000 1.8751 641.9468 967.5354 1321.8213 1963.7681 967.5526 0.0042
11.4000 2.2244 737.9079 967.5526 1962.2539 2700.1617 967.5723 0.0058
11.5000 2.5737 863.6500 967.5723 2698.0797 3561.7297 967.5954 0.0076
11.6000 2.9230 989.3922 967.5954 3558.9834 4548.3755 967.6218 0.0097
11.7000 8.0887 1982.0933 967.6218 4544.8684 6526.9617 967.6747 0.0140
11.8000 13.2544 3841.7535 967.6747 6521.9289 10363.6824 967.7775 0.0222
11.9000 18.4201 5701.4137 967.7775 10355.6912 16057.1049 967.9299 0.0344
12.0000 35.6821 9738.3984 967.9299 16044.7237 25783.1221 968.3300 0.0664
12.1000 55.7016 16449.0583 968.3300 25759.2186 42208.2769 969.0023 10.8845
12.2000 34.6342 16260.4451 969.0023 38289.8438 54550.2889 969.3914 28.3486
12.3000 11.9676 8388.3248 969.3914 44344.7989 52733.1237 969.3341 25.7773
12.4000 8.1071 3613.4322 969.3341 43453.3029 47066.7352 969.1555 17.7593
12.5000 6.7835 2680.2931 969.1555 40673.3893 43353.6824 969.0384 12.5053
12.6000 5.7356 2253.4316 969.0384 38851.7764 41105.2080 968.9594 9.9121
12.7000 4.7429 1886.1322 968.9594 37536.8399 39422.9721 968.8932 8.4936
12.8000 4.1914 1608.1759 968.8932 36365.2803 37973.4562 968.8360 7.2713
12.9000 3.9157 1459.2707 968.8360 35355.7940 36815.0647 968.7904 6.2945
13.0000 3.6399 1360.0006 968.7904 34549.0554 35909.0560 968.7547 5.5305
13.1000 3.3917 1265.6940 968.7547 33918.0838 35183.7778 968.7261 4.9189
13.2000 3.1436 1176.3509 968.7261 33412.9783 34589.3292 968.7027 4.4176
13.3000 2.9781 1101.8983 968.7027 32998.9865 34100.8848 968.6834 4.0057
13.4000 2.8127 1042.3362 968.6834 32658.8192 33701.1554 968.6677 3.6687
13.5000 2.6748 987.7377 968.6677 32380.4356 33368.1733 968.6546 3.3879
13.6000 2.5369 938.1026 968.6546 32148.5369 33086.6395 968.6435 3.1505
13.7000 2.4266 893.4310 968.6435 31952.4684 32845.8994 968.6340 2.9475
13.8000 2.3163 853.7230 968.6340 31784.8097 32638.5327 968.6258 2.7726
13.9000 2.2060 814.0150 968.6258 31640.3934 32454.4083 968.6186 2.6173
14.0000 2.0957 774.3069 968.6186 31512.1636 32286.4705 968.6120 2.4757
14.1000 2.0222 741.2169 968.6120 31395.2067 32136.4235 968.6060 2.3492
14.2000 1.9486 714.7448 968.6060 31290.7095 32005.4543 968.6009 2.2388
14.3000 1.8751 688.2728 968.6009 31199.4986 31887.7714 968.5962 2.1395
14.4000 1.8383 668.4188 968.5962 31117.5406 31785.9594 968.5922 2.0537
Page 1
tmp#27.txt
14.5000 1.8016 655.1828 968.5922 31046.6358 31701.8185 968.5889 1.9827
14.6000 1.7648 641.9468 968.5889 30988.0375 31629.9843 968.5861 1.9222
14.7000 1.7234 627.8835 968.5861 30938.0100 31565.8935 968.5836 1.8681
14.8000 1.6821 612.9930 968.5836 30893.3752 31506.3682 968.5812 1.8179
14.9000 1.6407 598.1025 968.5812 30851.9200 31450.0225 968.5790 1.7704
15.0000 1.5994 583.2119 968.5790 30812.6792 31395.8911 968.5769 1.7248
15.1000 1.5663 569.8105 968.5769 30774.9805 31344.7910 968.5748 1.6817
15.2000 1.5332 557.8981 968.5748 30739.3928 31297.2909 968.5730 1.6416
15.3000 1.5001 545.9856 968.5730 30706.3123 31252.2979 968.5712 1.6037
15.4000 1.4670 534.0732 968.5712 30674.9779 31209.0511 968.5695 1.5672
15.5000 1.4339 522.1608 968.5695 30644.8595 31167.0203 968.5678 1.5318
15.6000 1.4008 510.2484 968.5678 30615.5880 31125.8364 968.5662 1.4970
15.7000 1.3677 498.3360 968.5662 30586.9063 31085.2423 968.5646 1.4628
15.8000 1.3346 486.4236 968.5646 30558.6353 31045.0589 968.5630 1.4289
15.9000 1.3015 474.5112 968.5630 30530.6504 31005.1616 968.5615 1.3953
16.0000 1.2685 462.5987 968.5615 30502.8647 30965.4635 968.5599 1.3618
16.1000 1.2464 452.6717 968.5599 30475.2178 30927.8895 968.5584 1.3301
16.2000 1.2243 444.7301 968.5584 30449.0501 30893.7802 968.5571 1.3013
16.3000 1.2023 436.7885 968.5571 30425.2954 30862.0839 968.5558 1.2746
16.4000 1.1802 428.8469 968.5558 30403.2212 30832.0681 968.5546 1.2493
16.5000 1.1582 420.9053 968.5546 30382.3172 30803.2225 968.5535 1.2250
16.6000 1.1471 414.9491 968.5535 30362.2283 30777.1774 968.5525 1.2030
16.7000 1.1361 410.9783 968.5525 30344.0897 30755.0680 968.5516 1.1844
16.8000 1.1251 407.0075 968.5516 30328.6920 30735.6995 968.5508 1.1680
16.9000 1.1140 403.0367 968.5508 30315.2033 30718.2399 968.5502 1.1533
17.0000 1.1030 399.0659 968.5502 30303.0439 30702.1098 968.5495 1.1397
17.1000 1.0920 395.0951 968.5495 30291.8104 30686.9054 968.5489 1.1269
17.2000 1.0809 391.1243 968.5489 30281.2216 30672.3458 968.5483 1.1146
17.3000 1.0699 387.1535 968.5483 30271.0819 30658.2353 968.5478 1.1027
17.4000 1.0589 383.1826 968.5478 30261.2549 30644.4375 968.5472 1.0911
17.5000 1.0479 379.2118 968.5472 30251.6457 30630.8575 968.5467 1.0796
17.6000 1.0368 375.2410 968.5467 30242.1882 30617.4292 968.5462 1.0683
17.7000 1.0258 371.2702 968.5462 30232.8363 30604.1065 968.5457 1.0571
17.8000 1.0148 367.2994 968.5457 30223.5579 30590.8574 968.5451 1.0459
17.9000 1.0037 363.3286 968.5451 30214.3309 30577.6595 968.5446 1.0348
18.0000 0.9927 359.3578 968.5446 30205.1394 30564.4973 968.5441 1.0237
18.1000 0.9762 354.3943 968.5441 30195.9729 30550.3672 968.5435 1.0118
18.2000 0.9596 348.4381 968.5435 30186.1323 30534.5704 968.5429 0.9984
18.3000 0.9431 342.4819 968.5429 30175.1309 30517.6128 968.5422 0.9841
18.4000 0.9265 336.5257 968.5422 30163.3211 30499.8468 968.5415 0.9692
18.5000 0.9100 330.5695 968.5415 30150.9484 30481.5179 968.5408 0.9537
18.6000 0.8934 324.6133 968.5408 30138.1836 30462.7968 968.5401 0.9379
18.7000 0.8769 318.6571 968.5401 30125.1457 30443.8027 968.5393 0.9219
18.8000 0.8603 312.7009 968.5393 30111.9176 30424.6185 968.5386 0.9057
18.9000 0.8438 306.7447 968.5386 30098.5571 30405.3017 968.5378 0.8894
19.0000 0:8273 300.7885 968.5378 30085.1044 30385.8928 968.5371 0.8731
19.1000 0.8162 295.8249 968.5371 30071.5874 30367.4123 968.5363 0.8575
19.2000 0.8052 291.8541 968.5363 30058.7170 30350.5712 968.5357 0.8433
19.3000 0.7942 287.8833 968.5357 30046.9883 30334.8717 968.5350 0.8300
19.4000 0.7831 283.9125 968.5350 30036.0547 30319.9673 968.5345 0.8175
19.5000 0.7721 279.9417 968.5345 30025.6749 30305.6166 968.5339 0.8054
19.6000 0.7611 275.9709 968.5339 30015.6806 30291.6515 968.5333 0.7936
19.7000 0.7500 272.0001 968.5333 30005.9549 30277.9551 968.5328 0.7821
19.8000 0.7390 268.0293 968.5328 29996.4163 30264.4456 968.5323 0.7707
19.9000 0.7280 264.0585 968.5323 29987.0079 30251.0664 968.5317 0.7594
20.0000 0.7170 260.0877 968.5317 29977.6903 30237.7780 968.5312 0.7482
20.1000 0.7142 257.6060 968.5312 29968.4358 30226.0417 968.5308 0.7383
20.2000 0.7114 256.6133 968.5308 29960.2623 30216.8755 968.5304 0.7305
20.3000 0.7087 255.6205 968.5304 29953.8787 30209.4992 968.5301 0.7243
20.4000 0.7059 254.6278 968.5301 29948.7416 30203.3695 968.5299 0.7192
20.5000 0.7032 253.6351 968.5299 29944.4727 30198.1078 968.5297 0.7147
20.6000 0.7004 252.6424 968.5297 29940.8083 30193.4507 968.5295 0.7108
20.7000 0.6976 251.6497 968.5295 29937.5650 30189.2147 968.5293 0.7072
Page 2
tmp#27.txt
20.8000 0.6949 250.6570 968.5293 29934.6149 30185.2719 968.5292 0.7039
20.9000 0.6921 249.6643 968.5292 29931.8690 30181.5333 968.5290 0.7007
21.0000 0.6894 248.6716 968.5290 29929.2653 30177.9370 968.5289 0.6977
21.1000 0.6866 247.6789 968.5289 29926.7607 30174.4396 968.5287 0.6948
21.2000 0.6839 246.6862 968.5287 29924.3251 30171.0113 968.5286 0.6919
21.3000 0.6811 245.6935 968.5286 29921.9375 30167.6310 968.5285 0.6890
21.4000 0.6783 244.7008 968.5285 29919.5833 30164.2842 968.5283 0.6862
21.5000 0.6756 243.7081 968.5283 29917.2525 30160.9606 968.5282 0.6834
21.6000 0.6728 242.7154 968.5282 29914.9379 30157.6533 968.5281 0.6806
21.7000 0.6701 241.7227 968.5281 29912.6346 30154.3573 968.5279 0.6778
21.8000 0.6673 240.7300 968.5279 29910.3391 30151.0691 968.5278 0.6751
21.9000 0.6646 239.7373 968.5278 29908.0491 30147.7865 968.5277 0.6723
22.0000 0.6618 238.7446 968.5277 29905.7630 30144.5076 968.5275 0.6695
22.1000 0.6453 235.2702 968.5275 29903.4795 30138.7497 968.5273 0.6647
22.2000 0.6287 229.3140 968.5273 29899.4695 30128.7835 968.5269 0.6563
22.3000 0.6122 223.3578 968.5269 29892.5287 30115.8865 968.5264 0.6454
22.4000 0.5956 217.4016 968.5264 29883.5469 30100.9485 968.5258 0.6328
22.5000 0.5791 211.4453 968.5258 29873.1436 30084.5889 968.5252 0.6190
22.6000 0.5625 205.4891 968.5252 29861.7503 30067.2395 968.5245 0.6044
22.7000 0.5460 199.5329 968.5245 29849.6677 30049.2006 968.5238 0.5892
22.8000 0.5294 193.5767 968.5238 29837.1048 30030.6816 968.5231 0.5735
22.9000 0.5129 187.6205 968.5231 29824.2076 30011.8281 968.5223 0.5576
23.0000 0.4964 181.6643 968.5223 29811.0775 29992.7419 968.5216 0.5415
23.1000 0.4798 175.7081 968.5216 29797.7853 29973.4934 968.5208 0.5253
23.2000 0.4633 169.7519 968.5208 29784.3801 29954.1320 968.5200 0.5090
23.3000 0.4467 163.7957 968.5200 29770.8962 29934.6919 968.5193 0.4926
23.4000 0.4302 157.8395 968.5193 29757.3575 29915.1970 968.5185 0.4762
23.5000 0.4136 151.8833 968.5185 29743.7807 29895.6640 968.5177 0.4597
23.6000 0.3971 145.9271 968.5177 29730.1774 29876.1044 968.5170 0.4432
23.7000 0.3805 139.9709 968.5170 29716.5555 29856.5263 968.5162 0.4267
23.8000 0.3640 134.0147 968.5162 29702.9207 29836.9354 968.5154 0.4102
23.9000 0.3474 128.0585 968.5154 29689.2770 29817.3354 968.5147 0.3936
24.0000 0.3309 122.1022 968.5147 29675.6270 29797.7292 968.5139 0.3771
24.1000 0.3144 116.1460 968.5139 29661.9726 29778.1187 968.5131 0.3606
24.2000 0.2978 110.1898 968.5131 29648.3153 29758.5051 968.5123 0.3440
24.3000 0.2813 104.2336 968.5123 29634.6558 29738.8894 968.5116 0.3275
24.4000 0.2647 98.2774 968.5116 29620.9948 29719.2722 968.5108 0.3109
24.5000 0.2482 92.3212 968.5108 29607.3328 29699.6540 968.5100 0.2944
24.6000 0.2316 86.3650 968.5100 29593.6701 29680.0351 968.5092 0.2779
24.7000 0.2151 80.4088 968.5092 29580.0069 29660.4157 968.5085 0.2613
24.8000 0.1985 74.4526 968.5085 29566.3434 29640.7960 968.5077 0.2448
24.9000 0.1820 68.4964 968.5077 29552.6796 29621.1760 968.5069 0.2282
25.0000 0.1655 62.5402 968.5069 29539.0157 29601.5559 968.5062 0.2117
25.1000 0.1489 56.5840 968.5062 29525.3516 29581.9356 968.5054 0.1951
25.2000 0.1324 50.6278 968.5054 29511.6875 29562.3152 968.5046 0.1786
25.3000 0.1158 44.6716 968.5046 29498.0233 29542.6948 968.5038 0.1620
25.4000 0.0993 38.7153 968.5038 29484.3590 29523.0744 968.5031 0.1455
25.5000 0.0827 32.7591 968.5031 29470.6948 29503.4539 968.5023 0.1290
25.6000 0.0662 26.8029 968.5023 29457.0305 29483.8334 968.5015 0.1124
25.7000 0.0496 20.8467 968.5015 29443.3662 29464.2129 968.5007 0.0959
25.8000 0.0331 14.8905 968.5007 29429.7019 29444.5924 968.5000 0.0800
25.9000 0.0165 8.9343 968.5000 29415.7935 29424.7278 968.4990 0.0799
26.0000 0.0000 2.9781 968.4990 29395.9554 29398.9335 968.4978 0.0798
Page 3
tmp#28.txt
storage Indication Method
Given Input Data:
File
Description ....
Time increment 0.1000 hrs
input Files:
Pre-Dev Hydrograph curve .. G:\Land Projects 3\101-027\hd\100-year storm (pre).hdc
Post-Dev Hydrograph curv e G:\Land Projects 3\101-027\hd\100-year storm.hdc
Stage-Storage curve .... ... G:\Land Projects 3\101-027\hd\Stagestorage.ssc
Stage-Discharge curve .. ... G:\Land Projects 3\101-027\hd\stagedischarge.sdc
Output Data:
Routed Peak Flow ......... 61.2989 cfs
Routed Peak Time ......... 12.2000 hrs
Pre-Developed Peak Flow .. 62.8482 cfs
Pre-Developed Peak Time .. 12.1000 hrs
Post-Developed Peak Flow 92.8454 cfs
Post-Developed Peak Time 12.1000 hrs
support calculations:
----------
Time ----------
Inflow -----------
(I1+12)/2 ---------
H1 --------------------------------
Sl-(01/2)T S2+(02/2)T H2 ----------
Outflow
hrs cfs ft3 ft ft3 ft3
--- ft
---------- cfs
----------
----------
11.0000 ----------
2.2062 -----------
397.1208 ---------
0.0000 -----------
0.0000 --------
397.1208 967.5106 0.0009
11.1000 2.5126 849.3973 967.5106 396.8146 1246.2120 967.5334 0.0027
11.2000 2.8191 959.7087 967.5334 1245.2510 2204.9597 967.5590 0.0047
11.3000 3.1255 1070.0200 967.5590 2203.2595 3273.2796 967.5876 0.0070
11.4000 3.7077 1229.9715 967.5876 3270.7556 4500.7271 967.6205 0.0096
11.5000 4.2899 1439.5630 967.6205 4497.2567 5936.8197 967.6589 0.0127
11.6000 4.8721 1649.1546 967.6589 5932.2420 7581.3966 967.7030 0.0162
11.7000 13.4825 3303.8247 967.7030 7575.5507 10879.3755 967.7913 0.0233
11.8000 22.0929 6403.5735 967.7913 10870.9866 17274.5601 967.9625 0.0370
11.9000 30.7033 9503.3222 967.9625 17261.2401 26764.5623 968.3755 0.0700
12.0000 59.4762 16232.3142 968.3755 26739.3467 42971.6608 969.0264 11.9647
12.1000 92.8454 27417.8844 969.0264 38664.3577 66082.2421 969.7549 44.6664
12.2000 57.7296 27103.4970 969.7549 50002.3415 77105.8385 970.0879 61.2989
12.3000 19.9480 13981.9628 970.0879 55038.2494 69020.2121 969.8475 48.8236
12.4000 13.5131 6022.9993 969.8475 51443.7010 57466.7004 969.4833 32.4753
12.5000 11.3069 4467.6094 969.4833 45775.5818 50243.1912 969.2556 22.2540
12.6000 9.5603 3756.1012 969.2556 42231.7493 45987.8506 969.1215 16.2327
12.7000 7.9056 3143.8733 969.1215 40144.0916 43287.9649 969.0364 12.4123
12.8000 6.9864 2680.5656 969.0364 38819.5356 41500.1012 968.9750 10.2451
12.9000 6.5268 2432.3651 968.9750 37811.8553 40244.2204 968.9255 9.1861
13.0000 6.0671 2266.8981 968.9255 36937.2223 39204.1204 968.8845 8.3090
13.1000 5.6535 2109.7044 968.8845 36212.8654 38322.5699 968.8498 7.5657
13.2000 5.2398 1960.7841 968.8498 35598.9272 37559.7113 968.8197 6.9224
13.3000 4.9640 1836.6839 968.8197 35067.6497 36904.3335 968.7939 6.3697
13.4000 4.6882 1737.4037 968.7939 34611.2249 36348.6286 968.7720 5.9011
13.5000 4.4584 1646.3968 968.7720 34224.2153 35870.6121 968.7532 5.4981
13.6000 4.2286 1563.6633 968.7532 33891.3104 35454.9736 968.7368 5.1476
13.7000 4.0447 1489.2031 968.7368 33601.8472 35091.0504 968.7225 4.8407
13.8000 3.8609 1423.0163 968.7225 33348.4002 34771.4165 968.7099 4.5712
13.9000 3.6770 1356.8295 968.7099 33125.7976 34482.6271 968.6985 4.3276
14.0000 3.4932 1290.6427 968.6985 32924.6759 34215.3187 968.6880 4.1022
14.1000 3.3706 1235.4870 968.6880 32738.5144 33974.0014 968.6784 3.8987
14.2000 3.2481 1191.3625 968.6784 32570.4538 33761.8163 968.6701 3.7198
14.3000 3.1255 1147.2380 968.6701 32422.6817 33569.9197 968.6625 3.5580
14.4000 3.0642 1114.1446 968.6625 32289.0391 33403.1837 968.6560 3.4174
Page 1
tmp#28.txt
14.5000 3.0029 1092.0823 968.6560 32172.9192 33265.0015 968.6505 3.3009
14.6000 2.9416 1070.0200 968.6505 32076.6850 33146.7050 968.6458 3.2011
14.7000 2.8727 1046.5789 968.6458 31994.2998 33040.8787 968.6417 3.1119
14.8000 2.8037 1021.7588 968.6417 31920.5991 32942.3579 968.6378 3.0288
14.9000 2.7348 996.9388 968.6378 31851.9863 32848.9251 968.6341 2.9500
15.0000 2.6659 972.1187 968.6341 31786.9169 32759.0356 968.6306 2.8742
15.1000 2.6107 949.7807 968.6306 31724.3152 32674.0959 968.6272 2.8026
15.2000 2.5555 929.9246 968.6272 31665.1606 32595.0852 968.6241 2.7360
15.3000 2.5004 910.0686 968.6241 31610.1352 32520.2038 968.6212 2.6728
15.4000 2.4452 890.2125 968.6212 31557.9855 32448.1981 968.6183 2.6121
15.5000 2.3901 870.3565 968.6183 31507.8386 32378.1951 968.6156 2.5531
15.6000 2.3349 850.5005 968.6156 31459.0864 32309.5869 968.6129 2.4952
15.7000 2.2798 830.6444 968.6129 31411.3056 32241.9500 968.6102 2.4382
15.8000 2.2246 810.7884 968.6102 31364.2013 32174.9896 968.6076 2.3817
15.9000 2.1695 790.9323 968.6076 31317.5681 32108.5004 968.6049 2.3257
16.0000 2.1143 771.0763 968.6049 31271.2629 32042.3392 968.6023 2.2699
16.1000 2.0775 754.5296 968.6023 31225.1863 31979.7159 968.5999 2.2171
16.2000 2.0408 741.2922 968.5999 31181.5736 31922.8658 968.5976 2.1691
16.3000 2.0040 728.0549 968.5976 31141.9815 31870.0363 968.5955 2.1246
16.4000 1.9672 714.8175 968.5955 31105.1894 31820.0069 968.5936 2.0824
16.5000 1.9304 701.5801 968.5936 31070.3475 31771.9276 968.5917 2.0418
16.6000 1.9121 691.6521 968.5917 31036.8636 31728.5157 968.5900 2.0052
16.7000 1.8937 685.0334 968.5900 31006.6302 31691.6637 968.5885 1.9742
16.8000 1.8753 678.4148 968.5885 30980.9653 31659.3801 968.5872 1.9469
16.9000 1.8569 671.7961 968.5872 30958.4821 31630.2782 968.5861 1.9224
17.0000 1.8385 665.1774 968.5861 30938.2147 31603.3921 968.5850 1.8997
17.1000 1.8201 658.5587 968.5850 30919.4904 31578.0491 968.5840 1.8784
17.2000 1.8018 651.9400 968.5840 30901.8408 31553.7808 968.5831 1.8579
17.3000 1.7834 645.3214 968.5831 30884.9396 31530.2610 968.5822 1.8381
17.4000 1.7650 638.7027 968.5822 30868.5597 31507.2624 968.5812 1.8187
17.5000 1.7466 632.0840 968.5812 30852.5428 31484.6268 968.5804 1.7996
17.6000 1.7282 625.4653 968.5804 30836.7786 31462.2440 968.5795 1.7807
17.7000 1.7098 618.8466 968.5795 30821.1906 31440.0372 968.5786 1.7620
17.8000 1.6914 612.2280 968.5786 30805.7252 31417.9531 968.5777 1.7434
17.9000 1.6731 605.6093 968.5777 30790.3451 31395.9544 968.5769 1.7248
18.0000 1.6547 598.9906 968.5769 30775.0246 31374.0152 968.5760 1.7063
18.1000 1.6271 590.7172 968.5760 30759.7454 31350.4627 968.5751 1.6864
18.2000 1.5995 580.7892 968.5751 30743.3427 31324.1320 968.5740 1.6642
18.3000 1.5719 570.8612 968.5740 30725.0053 31295.8665 968.5729 1.6404
18.4000 1.5444 560.9332 968.5729 30705.3203 31266.2535 968.5717 1.6154
18.5000 1.5168 551.0052 968.5717 30684.6970 31235.7021 968.5705 1.5897
18.6000 1.4892 541.0771 968.5705 30663.4201 31204.4972 968.5693 1.5634
18.7000 1.4616 531.1491 968.5693 30641.6880 31172.8372 968.5681 1.5367
18.8000 1.4340 521.2211 968.5681 30619.6390 31140.8601 968.5668 1.5097
18.9000 1.4065 511.2931 968.5668 30597.3693 31108.6623 968.5655 1.4825
19.0000 1.3789 501.3651 968.5655 30574.9457 31076.3108 968.5643 1.4553
19.1000 1.3605 493.0917 968.5643 30552.4152 31045.5069 968.5631 1.4293
19.2000 1.3421 486.4730 968.5631 30530.9624 31017.4354 968.5619 1.4056
19.3000 1.3237 479.8543 968.5619 30511.4126 30991.2669 968.5609 1.3836
19.4000 1.3054 473.2357 968.5609 30493.1881 30966.4237 968.5599 1.3626
19.5000 1.2870 466.6170 968.5599 30475.8865 30942.5035 968.5590 1.3424
19.6000 1.2686 459.9983 968.5590 30459.2278 30919.2261 968.5581 1.3228
19.7000 1.2502 453.3796 968.5581 30443.0167 30896.3963 968.5572 1.3036
19.8000 1.2318 446.7609 968.5572 30427.1173 30873.8782 968.5563 1.2846
19.9000 1.2134 440.1423 968.5563 30411.4351 30851.5773 968.5554 1.2658
20.0000 1.1950 433.5236 968.5554 30395.9041 30829.4276 968.5545 1.2471
20.1000 1.1904 429.3869 968.5545 30380.4783 30809.8652 968.5538 1.2306
20.2000 1.1858 427.7322 968.5538 30366.8545 30794.5867 968.5532 1.2177
20.3000 1.1813 426.0776 968.5532 30356.2141 30782.2916 968.5527 1.2073
20.4000 1.1767 424.4229 968.5527 30347.6514 30772.0743 968.5523 1.1987
20.5000 1.1721 422.7682 968.5523 30340.5358 30763.3040 968.5519 1.1913
20.6000 1.1675 421.1136 968.5519 30334.4278 30755.5414 968.5516 1.1848
20.7000 1.1629 419.4589 968.5516 30329.0217 30748.4806 968.5513 1.1788
Page 2
tmp#28.txt
20.8000 1.1583 417.8042 968.5513 30324.1044 30741.9086 968.5511 1.1733
20.9000 1.1537 416.1495 968.5511 30319.5275 30735.6770 968.5508 1.1680
21.0000 1.1491 414.4949 968.5508 30315.1876 30729.6825 968.5506 1.1630
21.1000 1.1445 412.8402 968.5506 30311.0128 30723.8530 968.5504 1.1581
21.2000 1.1399 411.1855 968.5504 30306.9530 30718.1385 968.5502 1.1532
21.3000 1.1353 409.5309 968.5502 30302.9733 30712.5041 968.5499 1.1485
21.4000 1.1307 407.8762 968.5499 30299.0493 30706.9255 968.5497 1.1438
21.5000 1.1261 406.2215 968.5497 30295.1642 30701.3857 968.5495 1.1391
21.6000 1.1215 404.5669 968.5495 30291.3061 30695.8729 968.5493 1.1345
21.7000 1.1169 402.9122 968.5493 30287.4668 30690.3790 968.5491 1.1298
21.8000 1.1123 401.2575 968.5491 30283.6407 30684.8982 968.5488 1.1252
21.9000 1.1077 399.6028 968.5488 30279.8237 30679.4266 968.5486 1.1206
22.0000 1.1031 397.9482 968.5486 30276.0131 30673.9613 968.5484 1.1160
22.1000 1.0755 392.1568 968.5484 30272.2069 30664.3637 968.5480 1.1079
22.2000 1.0480 382.2288 968.5480 30265.5229 30647.7517 968.5474 1.0939
22.3000 1.0204 372.3008 968.5474 30253.9538 30626.2545 968.5465 1.0758
22.4000 0.9928 362.3728 968.5465 30238.9825 30601.3553 968.5455 1.0548
22.5000 0.9652 352.4447 968.5455 30221.6419 30574.0866 968.5445 1.0318
22.6000 0.9376 342.5167 968.5445 30202.6512 30545.1679 968.5433 1.0074
22.7000 0.9101 332.5887 968.5433 30182.5114 30515.1001 968.5422 0.9820
22.8000 0.8825 322.6607 968.5422 30161.5712 30484.2319 968.5409 0.9560
22.9000 0.8549 312.7327 968.5409 30140.0737 30452.8063 968.5397 0.9295
23.0000 0.8273 302.8046 968.5397 30118.1880 30420.9926 968.5384 0.9027
23.1000 0.7998 292.8766 968.5384 30096.0319 30388.9085 968.5372 0.8756
23.2000 0.7722 282.9486 968.5372 30073.6876 30356.6362 968.5359 0.8484
23.3000 0.7446 273.0206 968.5359 30051.2122 30324.2328 968.5346 0.8211
23.4000 0.7170 263.0926 968.5346 30028.6455 30291.7381 968.5333 0.7937
23.5000 0.6894 253.1645 968.5333 30006.0152 30259.1797 968.5321 0.7662
23.6000 0.6619 243.2365 968.5321 29983.3406 30226.5771 968.5308 0.7387
23.7000 0.6343 233.3085 968.5308 29960.6352 30193.9437 968.5295 0.7112
23.8000 0.6067 223.3805 968.5295 29937.9082 30161.2887 968.5282 0.6837
23.9000 0.5791 213.4524 968.5282 29915.1664 30128.6188 968.5269 0.6561
24.0000 0.5516 203.5244 968.5269 29892.4141 30095.9385 968.5256 0.6286
24.1000 0.5240 193.5964 968.5256 29869.6545 30063.2509 968.5243 0.6010
24.2000 0.4964 183.6684 968.5243 29846.8899 30030.5583 968.5231 0.5734
24.3000 0.4688 173.7404 968.5231 29824.1218 29997.8621 968.5218 0.5459
24.4000 0.4412 163.8123 968.5218 29801.3512 29965.1635 968.5205 0.5183
24.5000 0.4137 153.8843 968.5205 29778.5789 29932.4632 968.5192 0.4907
24.6000 0.3861 143.9563 968.5192 29755.8054 29899.7617 968.5179 0.4631
24.7000 0.3585 134.0283 968.5179 29733.0311 29867.0594 968.5166 0.4356
24.8000 0.3309 124.1003 968.5166 29710.2563 29834.3565 968.5153 0.4080
24.9000 0.3034 114.1722 968.5153 29687.4810 29801.6532 968.5140 0.3804
25.0000 0.2758 104.2442 968.5140 29664.7054 29768.9496 968.5127 0.3528
25.1000 0.2482 94.3162 968.5127 29641.9297 29736.2459 968.5115 0.3253
25.2000 0.2206 84.3882 968.5115 29619.1538 29703.5420 968.5102 0.2977
25.3000 0.1930 74.4602 968.5102 29596.3778 29670.8380 968.5089 0.2701
25.4000 0.1655 64.5321 968.5089 29573.6018 29638.1339 968.5076 0.2425
25.5000 0.1379 54.6041 968.5076 29550.8257 29605.4298 968.5063 0.2149
25.6000 0.1103 44.6761 968.5063 29528.0495 29572.7256 968.5050 0.1874
25.7000 0.0827 34.7481 968.5050 29505.2734 29540.0215 968.5037 0.1598
25.8000 0.0552 24.8201 968.5037 29482.4972 29507.3173 968.5024 0.1322
25.9000 0.0276 14.8920 968.5024 29459.7210 29474.6131 968.5012 0.1046
26.0000 0.0000 4.9640 968.5012 29436.9449 29441.9089 968.4998 0.0800
Page 3