HomeMy WebLinkAboutDrainage Summary
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Drainage Summary
For:
House Investments
10202 N. Illinois Avenue
Indianapolis, Indiana
By:
W"ihp ITnoinp'--t"" In..
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10505 North College Avenue
Indianapolis, Indiana 46280
Date:
May 18, 2007
Project No. W07.0251
James K. Shinnemal1, Reg.r.E. Indiana #10200392
Seal
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Index
1.0 Drainage Summary
2.0 Appendix A - Swale Calculations
3.0 Appendix B - Schneidul<"',ngineel"ing Corp. Approved Drainage Calculations
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1.0 DRAINAGE SUMMARY
PROJECT:
House Investments
10202 N. Illinois A venue
Incliana}jolis, Indiana
PREPARED BY:
. Michael Hotl
Weihe Engineers, Inc.
10505 N. College Ave.
Indianapolis, Indiana
\Veihe Ellg. Proj. No. W070251
Site I,ocation
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The proposed project IS located on a tract of land at the west side of North Illinois
Avenue and South of W. l03rrl Street. It is the House Investments property,
which is in the Kite Spring Nlill U, LLC Business Park The site is part of the
northwest y.; of Section 11, Township 17 North, Range 3 East, Hamilton County,
Carmel, Indiana
Proiect Description
The proposed Project is to develop a parking lot and professional building on
House Investments and a medical/dental office space to lease. The proposed
disturbed area is approximately 1.18 acres of the existing House Investments
1.32-acre tract. The proposed building \vill consist of approximately 9,762
square feet. The proposed parking lot will drain the pervious and impervious
ground into a proposed 258' long 5' wide flat bottom water quality vegetative
swale wll1ch then drains into a forebay/silt trap, and then to the existing detention
pond that The Schneider Engineering Corporation had designed for the entire
drainage master plan for this business park.
Existing Site Conditions
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The total existing House Investments site lS 1.32-acres in the Kite Spring Mill II,
LLC Business'Park. The Lot is entirely covered in grass or woods. The overall
drainage for the Kite Springl'vlil1 II, LLC Business Park is collected into a storm
infrastructure system that consists of stom1 piping and ponds. The storm system
collects runoff from all of the commercial parcels and conveys the stann water
lnto a central detention pond at the southern portion of the park. The storm water
for the House Investments tract presently drains into the overall system at two
locations. The eastern 50' portion along N. 111inois Avenue flows into the street
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inlets along the western portion of the business p8rk rond that now south into the
detentio]] pond. The western portion generally f101\fS across the grass 8nd woods
Lnto the existing detention pond located along the south property line of the
subj eet tract. .
Proposed Sit~ Development and Storm "Vater Syst~m
The proposed drainage plan is to continue the use of the existing Kite Spring Mill
n, LLC Business Park stann water infrastructure and detention system.
Approximately 1.18 acres of the 1-32-acre site wi 11 be disturbed. The north and
most of the east property line portion ofthe site w-i11 not be disturbed. The
existing eastern 50' portion along N. Illinois Avenue will continue to drain into
the existing roadside drain system. The majority of the remaining acreage will
drain into and through the proposed water quality swale and fore bay before
entering the existing detention pond along the southern property line.
The following are runoff rates for the approved "Schneider" drainage
calculations and developed conditions for the project.
Approved "Sdmeider" Drainage:
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Q 2-y. =
Q IO-y' =
Q IOO-yr =
Not required at the time
6.81 cfs
7.05cfs
Proposed Eastern P0l1ion:
Q 2-y. =
Q IO_yr.:-::::c
Q 100.,' =
2.04 cfs
3.18 cIs
5.78 cfs
See Attached Appendix ";\" and "B" for Project Site infonnation and Design Calculations.
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Roads
Interstate
US Highway
State Road
Major Roads
Minor Roads
Subdivision Roads
New Subdivision Roads
Private Road or Drive
[-.--: Parcels: April 2006
Subdivisions
G\ing
~ ffi!m Carmel Clay Zoning
~B-1
Iii1R-?
ifiii B-3
~B-5
.8-6
~B-7
IIIB-8
[]C-1
~C-2
~1-1
IiilM-3
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Map1
SCALE 1 : 11,739
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1,000 0
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http://gis.carmel.in ,gov!iT,apJcarmei ,-n\~,i
1,000
FEET
2,000
3,000
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APPENDIX A
"Swal.e Calculations"
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BMP SIZING per BMP PC-109 Stormwater Ordinance Tech. Standards
1.18 (0.52) = 0.6136 Acres of impervious area
I = 52 = Percent impervious cover
Rv = 0.05 + 0.009 (I)
0.05 + 0009 52
Rv = 0.518 = Volumetric runoff coefficient
p = 1" of rainfall
A = Area in acres
WQv = Water Quality volume (Acre-Feet)
WQv = (P)(Rv)(A)
12
1(0.518)(1.18)
12
WQv=
0.051 AcFt.
FLOW THROUGH BMP SIZING
CNwq = Curve Number for water quality storm event
Qa = Runoff volume, in inches
Qa=1"xRv= 0.518"
CNwq = ((1000)/(10+5P+10Qa-10 (Qa^2 +1.25QaP))^0.5)
((1000)/(10+5(1 ")+1 0(0.518")-1 0 ((0.518")^2 +1.25(0.518")( 1 "))^0.5)
10.61013
CNwq= 1000/10.61 =
94.24955
But,
When using the chart in Exhibit 701-1 th CNwq = 94.2
. CNwq::::
94.25 so use
94.2
TOP OF SWALE BANK SIZING
Wt = Wb + 2Zy, Where Wb is bottom width of swale, Z is side slope from Z: 1, Y is Depth of flow
Wt = 5'+2(3)(1.18') =
12.08 ft.
LENGTH OF SWALE SIZING
L = 60Vtr, Where V is velocity of channel flow (ftls) and tr is Hydraulic residence time (in minutes)
L = 60(0.58)5 =
174ft.
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Exhibit 701-1: Curve Number Calculation for Water Quality Storm Event
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WEIHE ENGINEERS INC.
TR-55 _ PRELIMINARY DETENTION ANALYSIS
Date:
5/18/2007
Project No.:
Project Description:
County:
Description
W070251
House Investments
Hamilton, IN
Quick Basin Analysis
Basin ID:
Basin Area:
Site
1.180
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Acres
Worksheet 2: Runoff curve number and runoff
Cover
Soil Type Group Description CN
POST Impervious A bldg. - parking
Brookston typical B soil (Br) B Grass
Miami typical B soil (MmB2) B Grass
Crosby typical C soil (CrA) C Grass
98
85
85
89
2 yr 2.66
10 yr 3.83
100 yr 6.46
Designed by MFH
Page 1
% Area CN x % Area
52.00 509600
18.00 1530.00
6.00 510.00
24.00 2136.00
100.00 9272.00
CN
CNwq=
PRE
Q (in)
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r-w:::-:~.;"C~~
94.2
POST
Q(in)
0.00 2.04
0.00 3.18
0.00 5.78
Tr551NW070251
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2yr-swaBe cross section
Cross Section for Trapezoidal Channel - 1
Project Description
Flow Element:
Friction Method'
Solve For:
Trapezoidal Channel
Manning Formula
Normal Depth
Section Data
Roughness Coefficient:
Channel Slope:
Normal Depth:
Left Side Slope:
Right Side Slope:
Bottom Width:
Discharge:
0.250
0.01250
0.68
3.00
300
5.00
2.04
Nfl
fI
fl/fI (H:V)
ftIft (H:V)
ft
W/s
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U Worksheet for Trapezoidal Channel - 1
Project Description
Flow Element: Trapezoidal Channel
Friction Method'. Manning Formula
Solve For: Normal Depth
Inpul Dala
Roughness Coefficient 0.250
Chanllel Slope: 0.01250 flIlt
Left Side Slope: 3.00 ft/ft (H:V)
Right Side Slope: 300 flIlt (H:V)
Bottom Width: 5.00 It
Discharge: 2.04 ft'/s
Results
Normal Depth' 0.68 It
Flow Area: 4.78 ff
Welted Perimeter: 9.30 ft
Top Width: 9.08 ft
Criticat Depth: 017 It
Critical Slope: 1.72249 ftlft
U Velocity: 0.43 flIs
Velocity Head: 0.00 It
Specific Energy: 0.68 ft
Froude Number: 0.10
Flow Type: Subcritical
GVF Input Data
DOWnstream Depth: 0.00 It
Length: 000 ft
Number Of Sleps: 0
GVF Output Data
Upstream Depth: 0.00 ft
Profile Description: N/A
Headloss: 0.00 ft
Downstream Velocity: 0.00 flIs
Upstream Velocity: 0.00 fUs
Normal Depth: 0.68 It
Critical Depth: 0.17 ft
Channel Slope 001250 ftllt
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Worksheet for Trapezoidal Chall1llllel . 1
Critical Slope: 1.72249
flJft
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100-yr Swale Cross Section
Cross Section for Trapezoidal CharmeD - 2
Project Description
Flow Element
Friction Method:
Solve For:
Trapezoidal Channel
Manning Formula
Normal Depth
Section Data
Roughness Coefficient:
Channel Slope:
Normal Depth:
Left Side Slope:
Right Side Slope:
Bottom Width:
Discharge:
0.250
0.01250
118
3.00
3.00
5.00
5.78
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ft/ft
ft
ftIf1 (H:V)
ftIft (HV)
ft
ft"/s
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U Worksheet for Trapezoidal Channel - 2
Project Description
Flow Element: Trapezoidal Channel
Friction Method: Manning FOlmula
Solve For" Normal Depth
Input Data
Roughness Coefficient: 0.250
Channel Slope: 0.01250 Nfl
Left Side Slope: 3.00 ftlft (H:V)
Right Side Slope: 3.00 Nfl (H:V)
Bottom Width: 500 ft
Discharge: 5.78 ft3Js
Results
Normal Depth: 118 ft
Flow Area: 10.04 ft,
Wetted Perimeter: 12.44 fI
Top Width: 12.06 fI
Critical Depth: 0.32 ft
Critical Slope: 1.42326 f1lft
U Velocity: 0.58 ftls
Velocity Head: 001 fI
Specific Energy: 1.18 fI
Froude Number: 0.11
Flow Type: Subcritical
GVF' Input Data
Downstream Depth: 0.00 ft
Length: 0.00 fI
Number Of Sleps: 0
GVF Output Data
Upstream Depth: 0.00 ft
profile Description: N/A
Headloss: 0.00 fI
Downstream Velocity: 000 ftls
Upstream Velocity: 0.00 Ns
Normal Depth: 1.18 ft
Critical Depth: 0.32 ft
Cl1annel Slope: 0.01250 ftlft
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WoOrksheet foOD" Trapezoidal Channel - 2
Critical Slope: 1.42326
ftlft
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Item #
1
2
3
4
5
6
7
8
9
10
Description
Swl#1
Flow Rate to the System
Slope of the swale
Swale shape
Channel Width
Cross-Sectional area of Flow for Channel
Velocity of Channel Flow
Swale length
Swale Location
Vegetation Cover for the swale
Swale Stability
VegetativeSwale
VEGETATIV'E SWALE DESIGN
5/18/2007
Design
204 cfs in 2yr storm, 5.78 cfs in 100yr storm
1.25%
Trapezoidal Channel
5.00 ft. Bottom Width
4.78 Sqft 2yr, 1004 Sqft.100yr (See Flow Master Sheet)
0.43 ftls 2yr, 0.58 ftls 1 OOyr (See Flow Master Sheet)
258 ft.
West side of Property, 10' off the pavement
Grass
The Swale will be 1.30 ft. to 1.70 ft. deep so the side slopes will remain In place
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BMP's in Series (Treatment Traon)
5/18/2007
BMP1 =(1-n1 )TSSin
BMP1 =(1-.60)TSSin
BMP1=40% TSSin
n1 ;;:: 60% Vegetated Swale
BMP2=(1-n1)(1-n2)TSSin n2 = 80% Wet Pond
BMP2=( 1-.60)(1-.80)TSSin
BMP2=8% TSSin
TSS Removal = 100%-8%
TSS Removal = 92%
Step two process exceeds the target 80% TSS removal
TTSCalcs
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APPENDIX B
"Schneider Engineering Corporation ApprovedlVlaster Plan Dramage Calculations"
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John V. Schneider, P.E., L.S..
President
Urap DeReamer, L.S.,
VicecPresident
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Gary R, Kent. L.S.
Stephen M. C~()per, L.S.
Edwal'd D. Giacoletti. L.S.
Bruce A. Nicholson. r.E.
Jaroes M. Mulryan, LS.
Richard G. Rayback, L.S.
Alan B. Cleveland, L.S.
Vincent J. Schneider, r.E., L.S.
Retired Consultant
SCHNEIDER ENGINEERING CORPORATION
Civil Engineers - Land Survcyurs - Land Planners
DRAINAGE
CAlCU LATIONS
Project:
Meridian at the Interstate
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Prepared for:
Browning Investments, Inc.
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Date: March 15, 1989
Designer: J. ~ort Crosby
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Job No: 521.0008
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3020 North Post Rund, Indianapolis, Indiana 46226-6518
P.O. Box 26116S. Indianapolis, Indiana 4<i226-M68
Telephone (317) 898-8282
Telecopier (317) 899-8010
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A.
DESIGN CRITERIA:
These drainage calculations are based on given data and design critEria
as follows:
Site location:
Part of Section ll, Township 17 North, Range 3 East in Hamilton County, Indiana.
(Northwest corner at the intersection of Meridian Street and Interstate 465, South of l06th
Street and East of Spring Mill Road.)
Terrain and existing ground conditions:
The majority of the site is [tat cropland with few trees. Large trees and residential
housing exist along the south and east edges of the site. The south cast corner of the site
has rolling hills and a winding creek flowing to Sprimg Mill Road.
Adjoining land conditions:
North: Residential
South: Interstate
East: Commercial
West: Residential
Soil type:
Crosby, Brookston 1tlixture with small areas of Miami soils.
Design storm:
10 year - 6 hour for storm sewer
100 year - 6 hour for detention pond
B: REFERENCES:
Design data and methods are based on the following references:
I) SCS Unit: Computer Hydrograph Program
2) ICPRl:Dctention: Pond Routing program
3) H.E.R.P.I.C. Manual: Co'unty Storm Drainage Manual
4) Hamilton County Soils Map
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Williams Creek
D. UNDEVELOPED SiTE DATA:
10 year - 6 hour undeveloped runoff 54.26 CFS
E. FACILITY DESIGN:
The majority of runoff from the site is routed to the detention pond (Jake 1) near the
southwest corner of the site. Lake I discharges into Williams Creek under Springmill
Road. Storm sewers are sized to accomodate all future development and the present
offsite runoff from east of the site.
e:\misc\521 0008
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PROJECT NAME: MERIDIAN AT THE INTERSTATE OVER STORM:
JOB NO.: 521.0008 COMPUT ED BY; J. CORT CROSBY
DATE: 3-15-89 SHEET NO: i OF 2
STRUCTURE Bi\SHIS COMPOSITE Bi\SI NS
BAS1N SOl L % LENGTH FALL N AREA CN Te Q AREA CII Te Q
FRO'! TO 110 eN IMPERV. (Fn (FT) (AC) CHIN) (CFS) CAe> (MIll) (CFS)
834 130 34 68 580 2.0 0.18 5.620 '~4 27 5.620 94 27 16.33
132 130 35 68 90 400 1.0 0.02 0.532 94 15 0.532 94 15 1.92
131 130 36 68 90 400 1.0 0.02 0.532 94 15 0.532 94 15 1.92
130 129 MANHOLE 6.680 94 28 1B.90
135 131, 33 68 600 2.5 0.18 5.710 94 26 5.710 94 26 17.06
134 133 32 68 90 400 4.0 0.02 0.700 94 15 6.410 94 27 18.62
850 136 30 68 1,50 4.0 0.18 2.620 94 19 2.620 94 19 9.11
136 133 31 68 90 400 4.0 0.02 0.700 S'4 15 3.320 94 20 11.41
133 129 MAli HOLE 9.730 94 28 27.54
829 129 29 68 400 2.0 0.18 2.010 94 21 2.010 94 21 ~ \~\--{
129 126 MANHOLE 16.410 94 29 " . 8
B26 128 26 68 750 6.0 0.18 4.990 94 25 4.990 94 25 15.36
128 126 23 68 90 400 2.0 0.02 0.650 94 15 5.640 94 26 16.B6
828 127 2B 68 1,20 5.0 0.18 3.530 94 17 3.530 94 17 .12.32
127 126 22 68 90 400 2.0 0.02 0.620 94 15 4.150 94 18 14.49
126 125 MAHHOLE 26.200 94 31 71.86
B24 125 24 68 750 5.0 . 0.18 4.700 94 26 4.700 94 26 14.05
125 121 MANHOLE 30.900 94 33 82.31
821 124 21 68 1,50 3.0 0.18 2.6BO 94 21 2.680 94 21 9. DB
124 121 20 68 90 260 2.5 0.02 0.328 94 15 3.010 91, 22 9.98
123 122 19 68 14 980 9.0 0.40 9.870 72 40 9.870 72 40 7.52
122 121 18 68 90 270 2.5 0.02 0.350 94 15 10.220 73 41 8.21
121 117 MANHOLE 44 . 130 89 43 82.48
117 116 MANHOLE 45.480 89 44 83.89
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PROJECT NAME: MERlDlAN AT THE INTERSTATE STOHM:
JOB NO.: 521.0008 COMPUTED BY: J. caRT CROSBY
DATE: 3-15-89 SHEET NO: 2 OF 2
STRUCTURE BASINS COMPOSITE BASINS
BASl" SOl L % LENGTH FALL AREA C~' Te Q AREA CN Te Q
FROM TO NO eN IMPERV. (fT) (FT ) (Ae) (MIll) (CFS) (Ae) (MI II) (CFS)
104 103 3 61 40 70 2.00 0.400 0.606 76 15 0.606 76 15 1.52
103 102 2 61 46 300 6.98 0.185 0.927 78 15 1.533 77 44 1.52
102 101 1 61 85 295 8.98 0.097 0.595 92 15 2.130 81 45 2.62
115 114 14 68 4 930 20.50 0.400 7.900 63 49 7.900 63 l,9 2.50
114 113 13 61 90 250 2.87 0.096 0..722 94 15 8.620 66 49 3..62
113 112 12 61 90 260 2.87 0.122 0.859 94 15 9.480 68 50 4.66
112 111 11 61 68 120 2.01 0.250 0.355 86 15 9.840 69 50 5.24
111 108 10 61 57 120 3.20 0.250 0.302 82 15 10.140 69 51 5.33
SLDG 110 4 100 300 3.00 0.020 0.590 98 15 0.590 98 15 2.38
110 109 9 61 55 120 3.07 0..250 0.236 82 15 8.260 93 16 2.78
109 108 8 61 74 335 6.09 0.020 0.950 ,ga 15 1.770 90 17 5.36
108 107 7 61 95 335 6.94 0.020 1.110 86 15 11.920 72 51 7.72
107 106 6 61 90 285 3.35 0.020 0.452 '~4 15 12.370 73 52 8.59
106 105 5 61 90 300 3.50 0.020 0.392 1}4 15 12.760 74 52 9.48
119 113 17 61 72 200 5.60 0.400 0.893 87 15 0.893 87 15 2.40
118 117 16 61 90 270 4.00 0.020 0.230 94 15 1.120 89 16 3.25
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PROJECT NAME:
J08 NO.:
DATE:
MERIDIAN AT THE INTERSTATE
521. 0008
3-15-89
STORM:
COMPUTED BY:
SHEET NO.:
J. CORT CROSBY
1 OF 2
STRUCIIJRE COMPo DESIGN PIPE DESIGN
BAS IN 0 lENGTH OIA. SLOPE CAP VEL. TRAVEL RIM EL. [NVERT EL. PIPE COVER
fROM TO liD (CFS) ( FT) ( IN) % (CFS) (FT IS) TIME UP 00\.1" UP OOUN UP Dm-m
(MIN) EL EL EL EL (FT) ( FT)
834 130 34 16.33 100 STUB 24- 0.70 18.90 6.02 840.24 837.01 836.85
132 130 35 1.92 32 12 0.03 1. 95 2.48 840.24 940.91 838.46 838.36
131 130 35 1.92 32 12 0.3D 1.95 2.48 840.24 940.91 838.46 838.36
130 129 MANHOLE 18..90 300 24 0.70 18.90 6.D2 840.91 842.96 836.85 836.40
135 134- 33 17.06 20 24 0.70 18.90 6.02 835.66 835.52
134- 133 32 18.62 32 24 0.70 18.90 6.02 835.52 835.30
830 136 30 9.11 21 0.50 11.20 4.66 835.48
136 133 31 11.41 32 21 0.55 11. 75 4.89 835.48 835.30
133 129 MANHOLE 27.54 90 STUB 30 0.50 29.00 5.91 \ 'fiJ VjC 842.96 834.35 836.40
B29 129 29 6.01 65 STUB 18 0.45 ~ 842.96 837.19 836.40
129 126 MANHOLE 46.08 325 36 0.50 4 .16 6.67 842.96 839.74 835.90 834.27
(TO EAST KID
B26 1211 26 15.36 150 3D 0.46 27.82 5.67 841.05 838.99 835.00 834.31
128 126 23 16.86 32 30 0.46 27.82 5.67 838.99 839.74 834.31 834; 14
B28 127 28 12.32 35 STUB 21 0.65 12.77 5.31 638.99 835.75 835.52
127 126 22 14.49 32 21 0.85 14.61 6.07 838.99 839.74 835.52 835.23
126 125 MANHOLE 71.86 440 42 0.55 74.61 7.76 839.74 641.14 733.77 831.35
B24 125 24 14.05 110 STUB 21 0.85 14.61 6.07 841.14 833.54 832.60
125 121 MANllOlE 82.31 285 48 0.33 82.52 6.57 841.14 838.78 833.77 829.91
821 121, 21 9.08 35 STUB 18 0.75 9.10 5.15 838.03 834.34 834.08
124 121 20 9.08 32 18 1.00 10.50 5.94 838.03 838.78 834.08 833.68
123 122 19 7.52 120 18 0.55 7.79 4.1.1 836.00 836.03 832.50 831. 84
122 121 HI 8.21 32 18 0.60 8.14 4.60 838.03 838.78 831.84 831.64
121 117 MANHOLE 82.48 400 48 0.33 82.52 5.57 838.78 836.14 829.91 828.59
117 116 MMHOLE 83.89 125 48 2.35 220.20 6.68 836. 14 828.59
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PROJECT NAME;
JOB NO.:
DATE;
MERIDIAN AT THE INTERSTATE
521.0008
3-15 -89
STORM:
COMPUTED BY:
SHEET NO.:
J. CORT CROSBY
2 OF 2
STRUCTURE COMPo DESIGN PIPE DESIGN
BASI N 0 LENGTH DIA. SLOPE CAP VEL. TRAVEL RIM EL INVERT EL. PIPE COVER
FROM TO NO (CFS) ( FT) (UI) % (CFS) (FT /S) TIME UP DO\.JN UP D 01111 UP DO\./N
(MilO EL EL EL EL ( FT) ( fT)
104 103 3 1.52 255 12 4.30 7.50 9.50 836.00 829.25 832.97 326.85
103 102 2 1.52 105 12 0.30 1.95 2.48 829.25 829.25 826.85 826.54
102 101 1 2.62 235 15 0.23 3.10 2.52 829.25 826.29 825.75
115 114 14 2.5 20 15 0.23 3.10 2.52 835.13 832.05 832.00
114 113 13 3.67 120 15 0.03 3.82 3.11 835.13 835.13 832.00 831. 58
113 112 12 4.66 27 18 0.03 5.25 2.97 835.13 835.39 831.33 831.26
112 111 11 5.24 30 18 0.30 5.75 3.26 835.39 835.50 831.26 831. 17
111 108 10 5.33 355 18 0.90 9.97 5.64 835.50 835.80 831. 17 828.20
2.38
110 109 9 2.7B 24 15 0.25 3.23 2.63 835.26 831.11 828.61. 828.58
109 . 108 8 5.36 170 18 0.30 5.75 3.26 831.11 83D.80 828.33 827.82
108 107 7 7.72 24 21 0.30 8.6B 3.61 830.80 831. 97 827.57 827.49
107 106 6 8.59 72 21 0.40 10.02 4.17 831.97 831.97 B27.49 827.21
106 105 5 9.48 62 21 0.40 10.02 4.17 831.97 826.25 828.20
119 118 17 2.4 24 12 0.45 2.39 3.04 832.66 835.38 829.52 829.40
118 117 16 :U5 46 12 0.85 3.28 4.18 835.38 836.14 829.40 829.01
,)
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3.4"
3.5"
lCJ Y!::.-'3 FEEOUENCY - 6 EOLR DC;:::.Xno:.;
~5 YI/~ ~?..='-:~LT~;~C":~ - 6 HOl;g Dt~:\_T} ::
Fig'.ne 2.11
riOGY€: 2.12
Depth - Duration - Frequency CUr'.'e:::
(a06Ftec: from Teet:. Paper 4C', 19[.1)
u
]-9
T.3.j1e 3.3 Equa"':ions for Determir,ing Ove;rland Flc\'" Ti!':1'2
};ane
ECj'..:ation for t
c
lJotes
Ragan
L 0.6
,0.4
~
0.3
S
0.6
n
(1972)
t
c
Kerby (1959)
r NL 1
LIS J
0.467
t
c
D.827
rederal Aviation
),gency
1.8 (l.l-C) L
V 1 DOS
t ==
c
u
Izzard (1946)
2
60
[ ]-2/3
iL
L moo
t
c
.0007:i+c
1'/3
S
...:here, t overland flow time (I:'lin)
c
L basin length (ft)
S basin >lope (ft/ft)
i . ~ . 1 inter:sity (in/:~!" )
raln.l-Q._
n is Mannln:;>s
rO"Jgr:,e!?s co-
efficient
(See Tat.1E -':.2)
L <: 1200 ft,
values of N are
given in Table 3.4
airport areas
C = runDff
coefficient
iL <: 500, values
of c given in
Table 3.5
Table 3.4 Values Df N for Kerby's Formula
Type of Surface N
Sm~oth impervious surface . .
S~ooth bare packed soil . .
Poor qrass. CUltivated row crops or
moderatelyrc.Jgh bare s",rface
~~~icuous tirrberlanc
?~s~ure craverage grass
Conifer timberland, deciduous timberland
with deep forest litter or dense grass
u
....
0.02'
O.le
O.2J
0.6J
0.40
0.80
u
u
u
BCS UNIT HYDROGRl\PH PACKAGE
(C) Copyright 1984, R. D. Ghioto
5C85118
MERIDIAN AT THE INTERSTATE 10YR-6HR STORM
BASIN INPUT DATA
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
2.13 ACRES
81. 00
0.47 INCHES
45.00 MINUTES
484
OUTPUT SUMMARY
STORM RAINFALL
STORM DURATION
TOTAL RUNOFF
PEAK RUNOFF RATE
'l'IME OF PEAK
UNIT GRAPH VOLUME
3.15
6.00
1. 42
2.62
3.38
1. 00
REFERENCE FILES
INCHES
HOURS
INCHES
CFS
HOURS
INCHES
--~-----------------------------~~~--~~-------------
--------~~--------------------~---~~----------------
INPUT D.i\TA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
d:LASTFI.DAT
RAIN2.RAI
UNIT2.UHG
VER 1.01
BASIN 1
u
u
u
SCS UNIT HYDROGRAPH PACK~GE
(C) Copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE 10YR-6HR STORM
BASIN INPUT DATA
--~-------~-----------------------------------------
--~--~----------------------------------------------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
1. 53 ACRES
77.00
0.60 INCHES
44.00 MINUTES
484
OUTPUT SUMMA...."R.Y
---~--~-------------------------------~~~-~~-------~
---------~----~------------------~--~----~-----~----
STORM RAINFALL 3.15 INCHES
STOR-WI DURATION 6.00 HOURS
TOTAL RUNOFF 1.16 INCHES
PEAK RUNOFF RATE 1. 52 CFS
TIME OF PEAK 3.38 HOURS
UNIT GRAPH VOLUNE 1. 00 INCHES
REFERENCE FILES
------------~----------------~~---------------------
----------~~--~~-------------------~----------------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
d:LASTFI.DAT
RAIN2.EAI
UNIT2.UHG
VER 1. 01
BASIN 2
u
u
u
SCS UNIT HYDROGRAPH PACKAGE
(C) Copyright 1984, R. D. Ghioto
se8S118
MERIDlp~ AT THE INTERSTATE lOYR-6HR
BASIN INPUT DATA
BASIN 4
-----~~-~---------~-------------------~~~-----------
--~~-----------------~-----------------~------------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTR~TION
SCS SHAPE FACTOR
0.59
98.00
0.04
15.00
484
OUTPUT SlJMMARY
ACRES
INCHES
MINUTES
--~--------------------~--~----------------~~-------
~~-~--------~--------------------------------------~
STORM RAINFALL 3.15 INCHES
S TO RlIIJ: DURATION 6.00 HOURS
TOTAL RUNOFF 2.88 INCHES
PEAK RUNOFF RATE 2.38 CFS
TIME OF PEAK 3.00 HOURS
UNIT GRAPH VOLUME 0.99 INCHES
REFERENCE FILES
-------------------------~--------~-----------------
-----~-----------~------------------~~--------------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFI.DAT
RAIN2 . RAI
UNIT2.UHG
VER 1. 01
'\
u
u
u
SCS UNIT HYDROGRAPH PACKAGE
(C) copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE lOYR-6HR
BASIN INPUT DATA
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTR~TION
SCS SHAPE FACTOR
12.76 ACRES
74.00
0.70 INCHES
52.00 MINUTES
484
OUTPUT SUMMARY
VER 1.01
BAS IN 5
---------~---------~--------------------------------
---------~~---~~-~~-~-------------------------------
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 1. 00 INCHES
PEAK RUNOFF RATE 9.48 CFS
TIME OF PEAK 3.50 HOURS
UNIT GRJI.PH VOLUME 1. 00 INCHES
REFERENCE FILES
--------~~--~----------------------~--~--~~---------
--------'----~-~~-~------------------~-~-------------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFI.DAT
RAIN2 . RAI
UNIT2.UHG
-.
u
u
u
SCS UNIT HYDROGRAPH PACKl\GE
(C) copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE 10YR-6HR
BASIN INPUT DATA
BASIN 6
----------------------------------------------------
----------------------------------------~--~------~-
BAS IN p-.REA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
12.37 ACRES
73.00
0.74 INCHES
52.00 MINUTES
484
OUTPUT SUMMARY
------------------------~~~-~-----------------------
-------------------~--------------------------------
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 0.94 INCHES
PEAK RUNOFF RATE 8.59 CFS
TIME OF PEAK 3.50 HOURS
UNIT GRAPH VOLUME 1. 00 INCHES
REFERENCE FILES
====;=====~================~~~===================~=~
INPUT D.i'I.TA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFI.DAT
RAIN2.RAI
UNIT2.UHG
VER 1.01
u
u
u
SCS UNIT HYDROG~l>.PH PACKAGE
(C) copyright 1984, R. D. Ghioto
SC8511B
MERIDIAN AT THE INTERSTATE 10YR-6HR
BASIN INPUT DATA
BASIN A.."J:<.EA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
11.92 ACRES
72.00
0.78 INCHES
52.00 MINUTES
484
OUTPUT SUMMARY
VER 1. 01
BASIN 7
-~---------------~~-------~-------------------------
--------------------~--~--~-~-~-------------~-------
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 0.89 INCHES
PEAK RUNOFF RATE 7.72 CFS
TIME OF PEAK 3.50 HOURS
UNIT GRAPH VOLUME 1. 00 INCHES
REFERENCE FILES
-------~--------------------------~~~-~-------------
-------~~~-------------------------~----------------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGR.Zi.PH
D:LASTFI.DAT
RAIN2. :RAI
UNIT2.UHG
u
u
u
SCS UNI;T HYDROGR.~PH PACY-AGE
(C) Copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE 10YR-6HR
BASIN 8
BASIN INPUT DATA
-------~-----------~-~--------~~~----------------~--
-------~-----------~~~-------------------~--------~-
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
1. 77 ACRES
90.00
0.22 INCHES
17.00 MINUTES
484
OUTPUT SUMMARY
-------------------~~~------~-~~-------~------------
---------~~-~---------~----------------~-------~----
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 2.09 INCHES
PEAK RUNOFF RATE 5.36 CFS
TIME OF PEAK 3.13 HOURS
UNIT GRAPH VOLUME 0.99 INCHES
REFERENCE FILES
--~~-------~-------------~--------------------------
---~-----~--------~-----~---------~--------------~--
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D: LASTFI .DF.T
Ri\IN2.RAI
UNIT2.UHG
VER 1. 01
u
u
u
SCS UNIT HYDROGR~PH PACKAGE
(C) Copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE 10YR-6HR
BASIN INPUT DATA
BASIN 9
~~-~---~--------------------------------------------
---~-~-~---~----------------------------------------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTR~TION
SCS SHAPE FACTOR
0.83 ACRES
93.00
0.15 INCHES
16.00 MINUTES
484
OUTPUT SUMMARY
---------~--------------------~~--------------------
--------~~--------------~---------------------------
STORM RAINFALL
STORM DURATION
TOTAL RUNOFF
PEAK RUNOFF RATE
TIME OF PEAK
UNIT GRAPH VOLUME
3.15
6.00
2.35
2.78
3.13
0.99
REFERENCE FILES
INCHES
HOURS
INCHES
CFS
HOURS
INCHES
==~~=====~=~=============~==============~===========
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFI.DAT
RAIN2 . RAr
UNIT2.UHG
VER 1.01
u
u
u
SCS UNIT HYDROGR~PH PACKAGE
(C) Copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE lOYR-6HR STORM
BASIN INPUT DATA
-----------,----------~~------~-------~--------------
------------------~~~-~~-~--------------------------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
10.14 ACRES
69.00
0.90 INCHES
51.00 MINUTES
484
OUTPUT SUMMARY
STORM RAINFALL
STORM DURATION
TOTAL RUNOFF
PEAK RUNOFF RATE
TIME OF PEAK
UNIT GRAPH VOLUME
3.15
6.00
0.74
5.33
3.50
1. 00
REFERENCE FILES
INCHES
HOURS
INCHES
CFS
HOURS
INCHES
------------------~---------------------------------
---~----~-------------------------------------------
INPUT DATA
OUTPUT TO DISK
RF.INFALL DISTRIBUTION
UNIT HYDROGRAPH
d;LASTFI.DAT
RAIN2 . RJl~I
UNIT2.UHG
VER 1. 0 1
BF.SIN 10
u
u
u
SCS UNIT HYDROGRAPH PACKJI.GE
(C) copyright 1984, R. D. Ghioto
SC85118
}lliRIDIAN AT THE INTERSTATE lOYR-6HR STORM
BASIN INPUT DATA
BASIN AREA
S CS CUR'V'E NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
9.84 ACRES
69.00
0.90 INCHES
50.00 MINUTES
484
OUTPUT SUMMARY
~~-~~------------------------------~~~~-------------
---------~-----------------------~---~---~----------
STORM RAINFALL
STORM DURATION
TOTAL RUNOFF
PEAK RUNOFF RATE
TIME OF PEAK
UNIT GRAPH VOLUME
3.15
6.00
0.74
5.24
3.50
1. 00
REFERENCE FILES
INCHES
HOURS
INCHES
CFS
HOURS
INCHES
===~~===~==========~~============~~==============~~~
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
d:LASTFI.DAT
RAIN2 . RAI
UNIT2.UHG
VER 1.01
BASIN 11
u
LJ
u
SCS UNIT HYDRO GRAPH PACKAGE
(C) Copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE 10YR-6HR STORM
BASIN INPUT DATA
-----------------------------------~---~--~--~~-~~--
--------------~~---------~----~---------~~~------~--
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTR~CTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
9.48 ACRES
68.00
0.94 INCHES
50.00 MINUTES
484
OUTPUT S1JMMARY
---------~-~------------------------,----~----~----~-
----~--~~-~-----------------------------------------
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 0.70 INCHES
PEAK RUNOFF RATE 4.66 CFS
TIME OF PEAK 3.50 HOURS
UNIT GRAPH VOLUHE 1. 00 INCHES
REFERENCE FILES
~~=======~===~===============~==~~===~====~======~=~
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
d:LASTFI.DAT
RAIN2.RAI
UNIT2.UHG
VER 1.01
BASIN 12
u
u
u
SCS UNIT HYDROGRAPH PACKAGE
(C) copyright 1984, R. D. Ghioto
SC85118
MERIDIJ....N AT THE INTERSTATE lOYR-6HR ST'ORM
BASIN INPUT DATA
~---~~---~~--~----~--------~---~--------------------
--~----------------------------------~--------------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
8.62 ACRES
66.00
1.03 INCHES
49.00 MINUTES
484
OUTPUT SUMMARY
------------~---~~---------~~~----------------------
------------------------------------~~--------------
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 0.61 INCHES
PEAK RUNOFF RATE 3.62 CFS
TIME OF PEAK 3.50 HOURS
UNIT GRAPH VOLUME 1. 00 INCHES
REFERENCE FILES
===============~~=====~===~~~=======================
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
d:LASTFI.DAT
RAIN2 . Rl-l.I
UNIT2.UHG
VER 1.01
BASIN 13
u
u
u
SCS UNIT HYDROGR~PH PACKAGE '
(C) copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT TEE INTERSTATE 10YR-6ER STOR}f
BASIN INPUT DATA
-----------------------------------~~--~---~~~~-----
-----------------------~-----~~----~----------------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SliP_PE FACTOR
7.90 ACRES
63.00
1.17 INCHES
49.00 MINUTES
434
OUTPUT SUMMARY
---------------~---~~---------~--~----~-~~~--~~--~--
-----------~-------~~--~--~--~~----~~---------------
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 0.49 INCHES
PEAK RUNOFF RATE 2.50 CFS
TIME OF PEAK 3.50 HOURS
UNIT GRAPH VOLUME 1. 00 INCHES
REFERENCE FILES
-----~~--------,---------------------~~~-~~~-------~-
--~~-~~---------------------~-----------------------
INPUT DATA
OUTPUT TO DISK
R~INFALL DISTRIBUTION
UNIT HYDROGRAPH
d:LASTFI.DAT
RAIN2 . RAI
UNIT2.UHG
VER 1. 01
BASIN 14
u
u
u
scs UNIT HYDROGRAPH PACKAGE
(C) Copyright 1984, R. D. Ghioto
SC8Sll8
MERIDIAN AT THE INTERSTATE lOYR-6HR
BASIN INPUT DATA
VER 1.01
BASIN 15
-----------~-~----,-----------------~----------------
------------~-~-~------_._----~---~~~----------'------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
0.23 ACRES
94.00
0.13 INCHES
15.00 MINUTES
484
OUTPUT SUMMARY
~--~--~---~--~-~------~---~~~--------~--------------
---------------------------~---~~-----~-------------
STORM RAINFALL
STORM DURATION
TOTAL RUNOFF
PEAK RUNOFF RATE
TIME OF PEAK
UNIT GRAPH VOLUME
3.15
6.00
2.46
0.82
3.00
0.99
REFERENCE FILES
INCHES
HOURS
INCHES
CFS
HOURS
INCHES
==============================~=~=========~=========
INPUT DA'IA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFI.DAT
RAIN2.RAI
UNIT2.UHG
G'
u
u
SCS UNIT HYDROGRAPH PACKAGE
(C) copyright 1984, R. D. Ghioto
SC85118
VER 1.01
MERIDIAN AT THE INTERSTATE 10YR-6HR
BASIN 16
BASIN INPUT DATA
-------------------~-------------------------~------
-------------~---~~------------~-----------------~--
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
1. 12 ACRES
89.00
0.25 INCHES
16.00 MINUTES
484
OUTPUT SUMMARY
--------~-------------------------~---------~-------
------~------------~-----------------------~~-------
STORM RliINFALL
STORM DURATION
TOTAL RUNOFF
PEAK RUNOFF RATE
TIME OF PEAK
UNIT GRAPH VOLUME
3.15
6.00
2.00
3.25
3.13
0.99
REFERENCE FILES
INCHES
HOURS
INCHES.
CFS
HOURS
INCHES
===~~~================~==~========================~=
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFI.DAT
RAIN2..RAI
UNIT2.UHG
LJ
u
u
SCS UNIT HYDROGRAPH PACKAGE
(C) Copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE 10YR-6HR
BASIN INPUT DATA
VER 1. 01
BASIN 17
-----------------------------------~~~--~~--~-~--~~~
---~-----------------~~----~~~-~------------------~-
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
0.89 ACRES
87.00
0.30 INCHES
15.00 MINUTES
484
OUTPUT SUMMARY
----------~---~---~-----------------------------~~--
---------------------~~~----------------~~~~-~~~----
STORM RAINFALL
STORM DURATION
TOTAL RUNOFF
PEAK RUNOFF RATE
TIHE OF PEAK
UNIT GRAPH VOLUME
3.15
6.00
1.84
2.40
3.00
0.99
REFERENCE FILES
INCHES
HOURS
INCHES
CFS
HOURS
INCHES
=~============================~~=~====~~===========~
INPUT DATA
OUTPUT '1'0 DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D: LASTFI. DAT
RAIN2.RAI
UNIT2.UHG
u
u
u
SCS UNIT HYDROGRAPH PACKAGE
(C) Copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE 10YR-6HR STORM
BASIN INPUT DATA
----------------------------------------------------
-----~-----~----------------------------------------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
45.48 ACRES
89.00
0.25 INCHES
44.00 MINUTES
484
OUTPUT SUNMARY
-~~--~--------------~-------~-~~~~~----~~--~-----~--
------------------------------------~--~--~-~-~~~~~-
STORM RAINFALL
STORM DURATION
TOTAL RUNOFF
PEAK RUNOFF RATE
TIME OF PEAK
UNIT GRAPH VOLUME
3.15
6.00
2.02
83.89
3.38
1. 00
REFERENCE FILES
INCHES
HOURS
INCHES
CFS
HOURS
INCHES
~================~=====~==================~=~===~===
INPUT DATA
OUTPUT. TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFI.DAT
RAIN2.RAI
UNIT2.UHG
VER 1.01
BASIN 117
u
u
u.
SCS UNIT, HYDRO GRAPH PACKAGE
(C) Copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE 10YR-6HR STORM
BASIN INPUT DATA
----~--------~---~--~------------------~~~----------
-------------------~---------~----------------------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
10.22
73.00
0.74
41. 00
484
OUTPUT SUMMl'RY
ACRES
INCHES
MINUTES
------------~---~------~-~------------------------~-
---------------------------~~~-------~---~----------
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 0.94 INCHES
PEAK RUNOFF RATE 8.21 CFS
TIME OF PEAK 3.38 HOURS
UNIT GRAPH VOLUME 1. 00 INCHES
REFERENCE FILES
-----------------------------~~~~---------------~~--
-----------~-------~~-------------~-------~-~~------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGR...?;.PH
D:LASTFI.DAT
RAIN2.RAI
UNIT2.UHG
VER 1.01
BASIN 18
u
u
I
I .
u
SCS UNIT .HYDROGRAPH PACKAGE
(C) Copyright 1984, R. D. Ghioto
SC851l8
MERIDIAN AT THE INTERSTATE lOYR-6HR STORM
BASIN INPUT DATA
-----~~--~---~--------------------~----~-----~--~---
---------------------------------------------------~
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SF~PE FACTOR
9.87 ACRES
72.00
0.78 INCHES
40.00 MINUTES
484
OUTPUT SUMMARY
STORM RAINFALL
STORM DURATION
T:OTAL RUNOFF
PKi\K RUNOFF RATE
TIME OF PEAK
UNIT GRAPH VOLUME
3.15
6.00
0.89
7.52
3.38
1. 00
REFERENCE FILES
INCHES
HOURS
INCHES
CFS
HOURS
INCHES
---~--~------------------------~---~----~-----------
-------------------------------------~~~~~-~--~-----
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFI.DAT
RAIN2.RAI
UNIT2.UHG
VERI.OI
BASIN 19
u
u
u
SCS UNIT HYDROGRAPH PACKAGE
(C) copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE 10YR-6HR STORM
BASIN INPUT DATA
----------------------------------------~~--~~--~~~-
--------------------~~------------~-~----~~~~--~----
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
3.01
94.00
0.13
22.00
484
OUTPUT SUMMARY
ACRES
INCHES
MINUTES
----------------~----------~-----~-~--------~~~-~~--
-------------------------~--------------------------
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 2.47 INCHES
PEAK RUNOFF RATE 9.98 CFS
TIME OF PEAK 3.13 HOURS
UNIT GRAPH VOLUME 0.99 INCHES
REFERENCE FILES
------------------~~--------------------------------
-----------~~---~-~~--------------------------------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFI.DAT
RAIN2 . RAI
UNIT2.UHG
VER 1. 01
BASIN 20
u
u
u
SCS UNIT HYDROGRAPH PACKAGE
(C) Copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE lOYR-6HR STORM
BASIN INPUT DATA
---------------------~-~----------------~~--~-~-----
~~------------~~~~--~~~------------------------~--~~
BASIN l>~1{EA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
2.68 ACRES
94.00
0.13 INCHES
21.00 MINUTES
484
OUTPUT SUMMARY
~-~------------~~------------------~-~~-------------
~-----------------~--~-------------~~---------------
STORM R~INFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 2.47 INCHES
PEAK RUNOFF RATE 9.08 CFS
TIME OF PEAK 3.13 HOURS
UNIT GRAPH VOLUME 0.99 INCHES
REFERENCE FILES
-------------------------------------~--------------
----------~-----------~~---~------~--~--------------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFI.DAT
RAIN2 . RAI
UNIT2.UHG
VER 1.01
BASIN 21
.,
u
u
u
.,
SCS UNIT HYDROGRAPH PACY~GE
(C) Copyright 19B4, R. D. Ghioto
SCBSl13
MERIDIAN AT THE INTERSTATE lOYR-6HR STORM
BASIN INPUT DATA
-------------------------~----------~---~~~-~-------
--------~----------------------------------------~~-
. BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
44.13
89.00
0.25
43.00
484
OUTPUT SUMMARY
ACRES
INCHES
MINUTES
----------------~~--------~~------------------------
~----------~~------------------------------------~--
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 2.02 INCHES
PEAK RUNOFF RATE 82.48 CFS
TIME OF PEAK 3.38 HOURS
UNIT GRAPH VOLUME 1. 00 INCHES
REFERENCE FILES
----~~-----------~~~--------------------------------
-------~~-------~~~---------------------------------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D~LASTFI.DAT
RAIN2. RAI
UNIT2.UHG
VER 1.01
BASIN 121
"
LJ
u
LJ
i.
SCS UNIT HYDROGRAPH PACKAGE
.(C) Copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE 10YR-6HR STOR~
BASIN INPUT DATA
-------------------------------~~-~~---~------------
--------------------------~~-~---------------------,-
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
4.15 ACRES
94.00
0.13 INCHES
18.00 MINUTES
484
OUTPUT SUMMARY
------------------------~--------------~----~-------
-----~--~------------~~-----------------------------
STORM RAINFALL
STORM DURATION
TOTAL RUNOFF
PEAK RUNOFF RATE
TIME OF PEAK
UNIT GRAPH VOLUME
3.15
6.00
2.46
14.49
3.13
0.99
REFERENCE FILES
INCHES
HOURS
INCHES
CFS
HOURS
INCHES
-----~-------------------------------~--------------
---------~-----~-------------------------~-~--------
INPUT DATA
OUTPUT TO. DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFL DAT
RAIN2 . RAI
UNIT2.UHG
VER 1.01
BASIN 22
u
u
.w
SCS UNIT HYDROGRAPH PACKAGE
(C) Copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT 'I'HE INTERSTATE lOYR-6HR STORM
BASIN INPUT DATA
---------------~---------------------------------~-~
-----------------~~--~--~~---~-----------------~--~~
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
5.64
94.00
0.13
26.00
484
OUTPUT SUMMARY
ACRES
INCHES
MINUTES
-----------------------------~---------~-----~~---~-
---------------------------------------------------~
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 2.47 INCHES
PEAK RUNOFF RATE 16.86 CFS
TIME OF PEAK 3.13 HOURS
UNIT GRAPH VOLUME 1. 00 INCHES
REFERENCE FILES
~================================~========~===~~===~
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDRO GRAPH
D:LASTFI.DAT
RAIN2 . RAI
UNIT2.UHG
VER 1.01
BASIN 23
LJ
u
u
SCS UNIT HYDROGRAPH PACKAGE
(C) Copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE lOYR-6HR STORM
BASIN INPUT DATA
--------------------------~--~~-~~-----~------------
--------------------~~---------~--------------------
BASIN AREA
SCS CURVE NUMBER
INITIAL .ABSTRACTION
TIME OF CONCENTRATION
SCS SP~PE FACTOR
4.70 ACRES
94.00
0.13 INCHES
26.00 MINUTES
484
OUTPUT SUMMARY
---------~----------------~--~----------------------
---~---------------------------~-~-~----------------
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 2.47 INCHES
PEAK RUNOFF RATE 14.05 CFS
TIME OF PEAK 3.13 HOURS
UNIT GRAPH VOLUME 1. 00 INCHES
REFERENCE FILES
============~======================~=~~=========~===
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFI.DAT
RAIN2 . RZl,.I
UNIT2.UHG
VER 1. 01
BASIN 24
u
u
u
SCS UNIT HYDRO GRAPH PACKl\GE
(C) copyright 19841 R. D. Ghioto
seS5I18
MERIDIAN AT THE INTERSTATE 10YR-6HR STORM
BASIN INPUT DATA
-----------~-------~~------------~--~------~--------
----------,-----------~~-~----------------------~~~--
BAS IN A..."R.EA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
1.41 ACRES
94.00
0.13 INCHES
16.00 MINUTES
484
OUTPUT SUMMARY
--------~----------------------------------~--------
-------~-~---------------------~--------~-----------
STORM RAINFALL
STORM DURATION
TOTAL RUNOFF
PEAK RUNOFF RATE
TIME OF PEAK
UNIT GRAPH VOLu~E
3.15
6.00
2.45
4.90
3.13
0.99
INCHES
HOURS
.INCHES
CFS
HOURS
INCHES
REFERENCE FILES
==~~==~===~=====================~==~~===============
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFI.DAT
RAIN2.RAI
UNIT2.UHG
VER 1. 01
BASIN 25
u
L)
u
SCS UNIT HYDROGRAPH PACKAGE
(C) Copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE 10YR-6HR STORM
BASIN INPUT DATA
--~----~~-------------------------------~~---~~~~~~-
---------~-~-~----~--------------------~--~--~---~--
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
30.90 ACRES
94.00
0.13 INCHES
33.00 MINUTES
484
OUTPUT SUMMARY
----------------------~-~--~~------------~--~-~----~
----------------~~---------------------------~-~-~~-
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 2.47 INCHES
PEAK RUNOFF RATE 82.31 CFS
TIME OF PEAK 3.25 HOURS
UNIT GRAPH VOLUME 1. 00 INCHES
REFERENCE FILES
----------~--~------~--~---------------~~---~-------
--------~-----------------~-----------~~------------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D: LAS'T'FI . OAT
RAIN2.RAI
UNIT2.UHG
VER 1.01
BASIN 125
u
SCS UNIT HYDROGR.~PH PACKAGE
(C) Copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE 10YR-6HR STORM
BASIN INPUT DATA
-----~--~------------------~-~----------------------
-~--~~------------------~---~-------------------~---
BASIN AREA
ses CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
4.99 ACRES
94.00
0.13 INCHES
25.00 MINUTES
484
OUTPUT SUMMARY
--~--------------------~-------------~--------------
---~~-----------~-------------------~~~~~-----------
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 2.46 INCHES
PEAK RUNOFF RATE 15.36 CFS
TIME OF PEAK 3.13 HOURS
UNIT GRAPH VOLUME 0.99 INCHES
u
REFERENCE FILES
-------------------------------~------------------~-
---~~~----------------------------------------~-----
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
LJ
D:LASTFI.DAT
RAIN2.RAI
UNIT2.UHG
VER.l.Ol
BASIN 26
u
u
u
SCS UNIT HYDROGRAPH PACKAGE
(C) Copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE lOYR-6HR STORM
BASIN INPUT DATA
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
26.20 ACRES
94.00
0.13 INCHES
31.00 MINUTES
484
OUTPUT SUMMARY
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 2.47 INCHES
PEAK RUNOFF RATE 71. 86 CFS
TIME OF PEAK 3.25 HOURS
UNIT GRAPH VOLUME 1. 00 INCHES
REFERENCE FILES
-----------------~-~-~------------------------------
--------------~~-~---~------------------------------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFI.DAT
RAIN2.RAI
UNIT2.UHG
VER 1. 01
BASIN 126
u
u
IU
SCS UNIT HYDROGR~PH PACKAGE
(C) copyright 1984/ R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE lOYR-6HR STORM
BASIN INPUT DATA
------------~---------------~~~---------------------
~~--------------~~~----------~-------------~--------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
1. 02 ACRES
94.00
0.13 INCHES
15.00 MINUTES
484
OUTPUT SUMMARY
----------~------------~-------------~---------~~---
--~-------~----------------------~~--------------~--
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 2.46 INCHES
PEAK RUNOFF RATE 3.68 CFS
TIME OF PEAK 3.00 HOURS
UNIT GRAPH VOLUME 0.99 INCHES
REFERENCE FILES
~=====~===========~~========~~===================~=~
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFI.DAT
RZl..IN2 . RAI
UNIT2.UHG
VER 1. 01
BASIN 27
u
u
u
SCS UNIT HYDRO GRAPH PACKAGE
(C) Copyright 1984, R. D. Ghioto
SC85118
MERIDIfu~ AT THE INTERSTATE lOYR-6HR STORM
BASIN INPUT DATA
-----------------~----~----------~~------------~~---
--~--------------'-~~~---------~--~~-----------------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
3.53
94.00
0.13
17.00
484
OUTPUT SUMMARY
ACRES
INCHES
MINUTES
---~-----------~-------------~----------~~----------
-----------------------------------,--------~--------
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 2.46 INCHES
PEAK RUNOFF RATE 12.32 CFS
TIME OF PEAK 3.13 HOURS
UNIT GRAPH VOLUME 0.99 INCHES
REFERENCE FILES
===================~==============~==~~=========~~=~
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDRO GRAPH
D:LASTFI.DAT
RAIN2 . RAI
UNIT2.UHG
VER 1.01
BASIN 28
u
u
u
SCS UNIT HYDROGRAPHPACKAGE
(C) copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE lOYR-6HR STORM
BASIN INPUT DATA
-------~--~~~-------------------------------~--~-~~~
----------------------------------------------------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
2.01 ACRES
94.00
0.13 INCHES
21~OO MINUTES
484
OUTPUT SUMMARY
-------~--~~~-~-~-~~~---~--~--------~~--~-----------
-----~----~--~-~~----~----------------~---~---------
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 2.47 INCHES
PEAK RUNOFF RATE 6.81 CFS 'If/--
TIME OF PEAK 3.13 HOURS
UNIT GRAPH VOLUME 0.99 INCHES
REFERENCE FILES
-~-~--------------------------------------~-------~-
--~-~~---------------------------~--~-----------~---
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFI.DAT
RAIN2.RAl
UNlT2.UHG
VER 1.01
BASIN 29
u
SCS UNIT HYDROGRAPH PACKAGE
(C) Copyright 1984/ R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE 10YR-6HR STORM
BASIN INPUT DATA
~~-~---~~~~--~--------------------------------------
----~----~------------------------------------------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
16.41 ACRES
94.00
0.13 INCHES
29.00 MINUTES
484
OUTPUT SUMMARY
. STORM RAINFALL 3.15 INCHES
STOR..1>1 DURATION 6.00 HOURS
TOTAL RUNOfF 2.49 INCHES
PEAK RUNOFF RATE 46.08 CFS
TIME OF PEAK 3.25 HOURS
UNIT GRAPH VOLUME 1. 00 INCHES
u
REFERENCE FILES
----~-~--~~---~~--~~-------------------------------~
--~~---~~-------------------------------------------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
u
D:LASTFI.DAT
RAIN2 . RAI
UNIT2.UHG
VER 1.01
BASIN 129
u
u
u
SCS UNIT HYDROGRAPH PACKAGE
(C) copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE lOYR-6HR STOill1
BASIN INPUT DATA
~~----~---------------------------------------------
~---~~--------~---~~--~-~~----~---------------------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
2.62 ACRES
94.00
0.13 INCHES
19.00 MINUTES
484
OUTPUT SUMMARY
---------------------------~~---~-------~-----~--~--
--------------------------------~~---~~---~---~---~~
STORM RAINFALL
STORM DURATION
TOTAL RUNOFF
PEAK RUNOFF RATE
TIME OF PEAK
UNIT GRAPH VOLUME
3.15
6.00
2.47
9.11
3.13
0.99
REFERENCE FILES
INCHES
HOURS
,INCHES
CFS
HOURS
INCHES
~------------------------~~~------------------------
~-~-------------~--~------~------------------------,-
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LA.STFI.DAT
RAIN2 . RAI
UNIT2.UHG
VER 1.01
BASIN 30
u
SCS UNIT HYDROGRAPH PACKAGE
(C) copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE lOYR-6HR STO&~
BASIN INPUT DATA
----~~----------------~~-~-------------~---~~-------
---~~----------------~--~-----------------~~~-~-----
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
9.73 ACRES
94.00
0.13 INCHES
28.00 MINUTES
484
OUTPUT SUMMARY
------------~--~-----------~------------------~~----
---------~~---------------~---~~------~~~~~~--------
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 2.49 INCHES
PEAK RUNOFF RATE 27.54 CFS
TIME OF PEAK 3.25 HOURS
UNIT GRAPH VOLUME 1. 00 INCHES
u
REFERENCE FILES
-----~----------------------~-~~--------------~-----
-----------------~~~------------~~----------~-------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGR1\.PH
u
D:LASTFI.DAT
RAIN2 . RAT
UNIT2.UHG
VER 1.01
BASIN 130
u
SCS UNIT HYDROGRF.PH PACKAGE
(C) copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE 10YR-6HR STORM
BASIN INPUT DATA
----------------------------------------------------
------------------------------~---------------------
BAS IN A...,=(EA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
3.32
94.00
0.13
20.00
484
OUTPUT SUNMARY
ACRES
INCHES
MINUTES
-~-------------------------------------~--~------~--
----------------------------~----------------~~-~--~
STORM RAINFALL 3.15 INCHES
S'l'ORM DURATION 6.00 HOURS
TOTAL RUNOF,F 2.46 INCHES
PEAK RUNOFF RATE 11. 41 CFS
TIME OF PEAK 3.13 HOURS
UNIT GRAPH VOLUME 0.99 INCHES
u
REFERENCE FILES
~--~--------------------~-~-------------------------
-~----------------------~~--------------------------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
u
D:LASTFI.DAT
RAIN2.RAl
UNIT2.UHG
VER 1. 01
BASIN 31
u
u
u
SCS UNIT HYDROGRAPH PACKAGE
(C) Copyright i984, R_ D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE 10YR-6HR STOR~
BASIN INPUT DATA
------------~~~---~---------------------------------
------~-------------------------~-------------------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
6.41 ACRES
94.00
0.13 INCHES
27.00 MINUTES
484
OUTPUT SUMMARY
---------~--------------~--------------------~--~---
-------~-~~~---------------~-------------~~---------
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 2.49 INCHES
PEAK RUNOFF RATE 18.62 CFS
TIME OF PEAK 3.13 HOURS
UNIT GRAPH VOLUME 1. 00 INCHES
REFERENCE FILES
==~===================~==~~===~====================
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFI.DAT
RAIN2.RAI
UNIT2.UHG
VER 1.01
BASIN 32
u
u
u
SCS UNIT HYDROGR~PH PACKAGE
(C) Copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE 10YR-6HR STORM
BASIN INPUT DATA
----------------------------~---~----------~~-------
---~-~----------------~~------------------~---------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
5.71 ACRES
94.00
0.13 INCHES
26.00 MINUTES
484
OUTPUT SUMMARY
----------------------------------~-----------------
~~---------------~~-----------~~~-------------------
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 2.47 INCHES
PEAK RUNOFF RATE 17.06 CFS
TIME OF PEAK 3.13 HOURS
UNIT GRAPH VOLUME 1. 00 INCHES
REFERENCE FILES
---------------~-----------~--------------~---------
---~~-~--~~-----~-----------~~-~-----------~--------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFI.DAT
RAIN2 . RAI
UNIT2.UHG
'v'ER 1. 01
BF~SIN 33
u
u
u
SCS UNIT HYDROGR~PH PACKAGE
(C) Copyright 1984, R. D. Ghioto
SC85118
MERIDIN~ AT THE INTERSTATE 10YR-6HR STORM
BASIN INPUT DATA
------------~~~~~-----------------------------------
-----------------------~----~~~-------~~------------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
5.62 ACRES
94.00
0.13 INCHES
27.00 MINUTES
484
OUTPUT SUMMARY
-~~-----~-----~------~~----------~----~~-~~~~-------
------------------------------------------~----~~--~
STORM R..1\INFALL
STORM DURATION
TOTAL RUNOFF
PEAK RUNOFF RATE
TIME OF PEAK
UNIT GRAPH VOLUME
3.15
6.00
2.49
16.33
3.13
1. 00
REFERENCE FILES
INCHES
HOURS
INCHES
CFS
HOURS
INCHES
-----------------~-----------------~--------------~~
~-~~-~----------------------~----~-----------~~-----
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFI.DAT
RAIN2.RAI
UNIT2.UHG
VER 1.01
BASIN 34
u
u
u
SCS UNIT HYDROGRZl...PH PACKAGE
(C) Copyright 1984, R. D. Ghioto
SC85118
MERIDIAN p_TTHE INTERSTATE lOYR-6HR STORM
BASIN INPUT DATA
-------~--~~------~~---------------~---~------~~~---
-~--~-----------------------------------------------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
6.68 ACRES
94.00
0.13 INCHES
28.00 MINUTES
484
OUTPUT SUMMARY
---~---------------------~--------------------------
------~---------------------------------------------
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 2.49 INCHES
PEAK RUNOFF RATE 18.90 CFS
TIME OF PEAK 3.25 HOURS
UNIT GRAPH VOLUME 1. 00 INCHES
REFERENCE FILES
-----------~~-----------~------------------~--------
-----------------------~~-~----------~---~----------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFI.DAT
RAIN2 . RAl
UNIT2.UHG
VER 1.01
BASIN 134
u
u
u
SCS UNIT HYDROGR..~PH PACKAGE
(C) Copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE lOYR-6HR STORM
BASIN INPUT DATA
------------------~--~---------~---~---~------------
-------------------~---------------------~--~-~-----
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
0.53 ACRES
94.00
0.13 INCHES
15.00 MINUTES
484
OUTPUT SUMMARY
-~-------------------------------~-~--~~------------
-~~-~---------------~~-~~--------~------------------
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 2.46 INCHES
PEl-.K RUNOFF RATE 1. 92 CFS
TIME OF PEAK 3.00 HOURS
UNIT GRAPH VOLUME 0.99 INCHES
REFERENCE FILES
===~~=====~~~======~==~==========~~=======~=========
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
0: LASTFI. OAT
RAIN2 . RAT
UNIT2.UHG
VER 1.01
BASIN 35
u
u
u
SCS UNIT HYDROGR~PH PACK~GE
(C) Copyright 1984, R. D.' Ghioto
SC85118
MERIDIAN AT THE INTERSTATE lOYR-6HR STORM
BASIN INPUT DATA
~-~--------------~~--~---------------------~--------
-------------~----------------~---------~-----------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
0.53 ACRES
94.00
0.13 INCHES
15.00 MINU'l'ES
484
OUTPUT SUMMARY
--------------------------~~-------------~----------
-----~-~~~-----~-------------------------~----------
STORM RAINFALL
STORM DURATION
TOTAL RUNOFF
PEAK RUNOFF RATE
TIME OF PEAK
UNIT G~~PH VOLUME
3.15
6.00
2.46
1. 92
3.00
0.99
REFERENCE FILES
INCHES
HOURS
INCHES
CFS
HOURS
INCHES
---~----~-----------~---------~-----------~---------
--~~--------~-----~-----------~---------~-----------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFI.DAT
RAIN2. RAI
UNIT2.UHG
VER 1.01
BASIN 36
u
u
IU
I
SCS UNIT HYDROGRAPH PACKP.GE
(C) Copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE lOYR-6HR STOR}1
BASIN INPUT DATA
---------------~-~----------------------------------
----------------------------~~~-------~-------------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACT.ION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
14.55 ACRES
94.00
0.13 INCHES
30.00 MINUTES
484
OUTPUT SUMMARY
~--~-------------------------~~-------------------~-
-~~----------------~-~-~-~--------------------------
STORM RAINFALL
STORM DURATION
TOTAL RUNOFF
PEAK RUNOFF RATE
TIME OF PEAK
UNIT GRAPH VOLUME
3.15
6.00
2.48
40.41
3.25
LOa
REFERENCE FILES
INCHES
HOURS
INCHES
CFS
HOURS
INCHES
-----------------------~------------------------~_._-
----------~~---------------~~~~------------~--------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFI.DAT
RAIN2 . RAI
UNIT2.UHG
VER 1. 0 1
BASIN 138
u
IU
u
SCS UNIT HYDROGRAPH PACK~GE
(C) copyright 1984, R. o. Ghioto
SC85118
MERIDIAN AT THE INTERSTAT3 lOYR-6HR STORN
BASIN INPUT DATA
----------------------------------------~---~,-------
--------------------~--------------~~---------------
BASIN AREA
S CS CURVE NUl1BER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
4.22 ACRES
94.00
0.13 INCHES
21.00 MINUTES
484
OUTPUT STJMMARY
~--~~-----------~-------------~~-~---------~~~~~----
~~-~--------------------------------------------~-~~
STORM Pp.INFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 2.47 INCHES
PEAK RUNOFF .RATE 14.29 CFS
TIME OF PEAK 3.13 HOURS
UNIT GRAPH VOLill'IE 0.99 INCHES
REFERENCE FILES
---------~----------~----~----------------~---------
-----------------------------~~-~----------~-----_._--
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFI.DAT
RAIN2.RAI
UNIT2.UHG
VER 1.01
BASIN 41
u
u
u
SCS UNIT HYDROGR.lI.PH PACK..Il,GE
(C) copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE lOYR-6HR STOill1
BASIN INPUT DATA
----------------~---~~--~--------------------~~-~---
-------~~~-~----~---------------------------------~-
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SH..lI..PE FACTOR
8.92
94.00
0.13
30.00
484
OUTPUT SUMMARY
ACRES
INCHES
I1INUTES
--------~---------------~---~-----------------------
-----~---~----------------~------------------------~
STORM Ri\INF ALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 2.48 INCHES
PEAK RUNOFF RATE 24.78 CFS
TIME OF PEAK 3.25 HOURS
UNIT GRZl.PH VOLUHE 1.00 INCHES
REFERENCE FILES
---------~-----------~------------------~~~~--------
--------------------------------------~-------------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFI.DAT
RAIN2 . RAI
UNIT2.UHG
V:2R 1. 01
BJI.SIN 141
u
u
u
,
SCS UNIT HYDROGRAPH PACK~GE
(C) Copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE lOYR-6HR STORM
BASIN INPUT DATA
-~--------------------------------------------------
~~---~-----~~~--------------------------------------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTR~TION
SCS SHAPE FACTOR
3.42 ACRES
94.00
0.13 INCHES
19.00 MINUTES
484
OUTPUT SUMMARY
---~~-~----~--~--~~---~-------------~~----------~-~-
----~---------~--------------------------------~----
STORM RAINFALL
STORM DURATION
TOTAL RUNOFF
PEAK RUNOFF RATE
TIME OF PEAK
UNIT GRAPH VOLUME
3.15
6.00
2.47
11.89
3.13
0.99
REFERENCE FILES
INCHES
HOURS
INCHES
CFS
HOURS
INCHES
----~~-----~~---------------------------------------
--------------~~----------------------~----------~~-
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFI.DAT
RAIN2.RAI
UNIT2.UHG
VER 1. 01
BASIN 42
u
u
u
SCS UNIT HYDROGR~PH PACK~GE
(C) Copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE 10YR-6HR STOR~
BASIN INPUT DATA
------------~~~~-----~---------------------~---~~---
-----------~~--------~----------------~--~~~----~~--
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
5.50 ACRES
94.00
0.13 INCHES
29.00 MINUTES
484
OUTPUT SUI1Y.LARY
--------------------~--------------~~~~---~---------
---------------------------------------~~-----~~---
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 2.49 INCHES
PEAK RUNOFF RATE 15.44 CFS
TIME OF PEAK 3.25 HOURS
UNIT GRi\PH VOLUME 1. 00 INCHES
REFERENCE FILES
-------------~~-~--------------~--~~---------------~
---------------------~---------~--------------------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDRO GRAPH
D:LASTFI.DAT
RAIN2 . RAI
UNIT2.UHG
VER 1. 01
BASIN 43
u
u
u
SCS UNIT HYDROGRAPH PACKAGE
(C) Copyright 1984, R. D. Ghioto
SC85118
MERIDIAN AT THE INTERSTATE 10YR-6HR STORM
BASIN INPUT DATA
-------~---~---~-~------------~---------------------
-----~-------------------------~-~------------------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
1.13 ACRES
94.00
0.13 INCHES
16.00 MINUTES
484
OUTPUT SUMMARY
--------~~------------~~~--------------------~--~~--
------~-------------------~~~---------------~-------
STORM RAINFALL 3.15 rNCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 2.45 INCHES
PEAK RUNOFF RATE 3.93 CFS
TIME OF PEAK 3.13 HOURS
UNIT GRAPH VOLUME 0.99 rNCHES
REFERENCE FILES
------~~~~------~~-------------~----------~---------
----~-~---------------~------~--------------~-------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFI.DAT
RAIN2 . RAI
UNIT2.UHG
VER 1. 01
BASIN 44
u
u
u
SCS UNIT HYDROGRAPH PACKF~GE
(C) Copyright 1984, R. D. Ghioto
SCSSl18
MERIDIAN AT THE INTERSTATE lOYR-6HR STOill1
BASIN INPUT DATA
----------------~~~--~--~-~----~--------------------
-------------------------------~-------~~-------~---
BASIN AREA
SCS CURve NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
0.57 ACRES
94.00
0.13 INCHES
15.00 MINUTES
484
OUTPUT SUMMARY
------------------------~----~------,~------~--------
--~~-~~~-~~--~--~---~-~~-~~~~-~~~--~--------~~--~---
STORM RAINFALL
STORM DURATION
TOTAL RUNOFF
PEAK RUNOFF RATE
TIME OF PEAK
UNIT GRAPH VOLUI1E
3.15
6.00
2.46
2.04
3.00
0.99
REFERENCE FILES
INCHES
HOURS
INCHES
CFS
HOURS
INCHES
----~~~---------------------------------------------
--------------~~--~-----------------------~---------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
D:LASTFI.DAT
RAIN2.RAI
UNIT2.UHG
VER 1. 01
B1\S IN 4.5
*** INTEE-CONNECTED POND ROUTING PROGRP~1 ***
(~) Copyright 19B3, Peter J. Singhofen, P.E.
~RID~F~ AT THE INTERSTATE LAKE 1
3-12-89
********************
*** CONTROL DATA ***
********************
Simulation time increment (mins)
Simulation duration (hrs)
Starting time (hrs)
Print interval
***********************************'
*** NODE AND INITIALIZATION DATA ***
************************************
NODE NODE INITIAL
# TYPE STAGE
----- ----- -------
1 1 825.000
2 1 822.000
u
I
',.
u
-->
-->
-->
-->
IC85113
7.5
6
o
2
VER 2. 7
'*** INTER-CONNECTED POND ROUTING PROGR~ ***
(C) copyright 1983, Peter J. singhofen, P.E.
~kIDIAN AT THE INTERSTATE LAKE 1
3-12-89
IeS5I13
*****~*************************
*** STAGE/STORAGE/TIME DATA ***
*******************************
NODE # 1
---------......
STAGE 825.000 826.000 827.000 828.000 829.000
STORAGE 0.000 1.160 2.380 3.660 5.020
STAGE 830.000 831.000 832.000 833.000 834.000
STORAGE 6.450 7.940 9.520 11. 160 12.890
STAGE 835.000 0.000 0.000 0.000 0.000
STORAGE 14.690 0.000 0.000 0.000 0.000
NODE # 2
-----------
STAGE 822.000 822.010 0.000 0.000 0.000
GORAGE 0.000 100.000 0.000 0.000 0.000
STAGE 0.000 0.000 0.000 0.000 0.000
STORAGE 0.000 0.000 0.000 0.000 0.000
STAGE 0.000 0.000 0.000 0.000 0.000
STORAGE 0.000 0.000 0.000 0.000 0.000
u
VER 2.7
-.
~** INTER-CONNECTED POND ROUTING PROGR~1 ***
(C) copyright 1983, Peter J. singhofen, P.E.
~1IDIAN AT THE INTERSTATE LAKE 1
3-12-89
IC8S113
******************
*** REACH DATA ***
******************
NOTE: Type 1 for sharp crested weir/gate and orifice
Type 2 for broad crested weir/gate and orifice
* Type 3 for culvert
* Type 4 for trapezoidal channel
* Type 5 for parabolic channel
Type 6 for rating curve
* (Negative type indicates riser)
REACH FROM TO REACH
11 NODE NODE TYPE
----- ----- ----- -----
1 1 2 3
2 1 2 2
REACH # 1 from node 1L 1 to node :# 2
;t
-> Circular Culvert <-
/
Van ( inches) --> 30
Rise (inches) --> 30
Length (feet) --> 92
Manning's ,.. --> .022
u
Headwater invert (feet) --> 825
Tailwater invert (feet) --> 822
Energy loss coefficient --> 1
Entrnc loss coefficient --> . 5
# of culverts/channels --> 1
REACH # 2 from node # 1 -- to node # 2
Broad Crested Weir/Gate and Orifice <-
Crest elevation (feet)
Crest length (feet)
Weir discharge coefficient
Weir exponent
% to effective submergence
Gate opening (feet)
# of end contractions
Discharge coef for gate under ori
Circular orifice centerline (feet)
Orifice diameter (feet)
Orifice discharge coefficient
,~ identical orifices
U
-->
-->
-->
-->
-->
-->
-->
flw ->
831.5
60
3.33
1.5
67
999
o
.6
999
"L
.6
o
-->
-->
-->
-->
VER 2.7
*** INTER-CONNECTED POND ROUTING PROGR~1 ***
(C) Copyright 1983, Peter J. Singhofen, P.E.
~kIDIAN AT THE INTERSTATE LAKE 1
3-12-89
**************************
*** INFLOW HYDROGRAPHS ***
**************************
INFLOW HYDROGRAPHS TO BE READ FROM DISK FILE
u
u
Ie8S11]
VER 2.7
IC85113
VER 2.7
*** INTER-CONNECTED POND ROUTING PROGRF~ ***
(C) copyright 1983, Peter J. Singhofen, P.E.
(.jRIOIAN AT TEE INTERSTATE LAKE 1
3-12-89
LJ
I
I
iU
I
NODE
.jj
11"
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
TIME
(hrs)
0.00
0.00
0.25
0.25
0.50
0.50
0.75
0.75
LOo
1. 00
1. 25
1. 25
1. 50
1. 50
1. 75
1. 75
2.00
2.00
2.25
2.25
2.50
2.50
2.75
2.75
3.00
3.00
3.25
3.25
STAGE
(feet)
825.00
822.00
825.00
822.00
825.00
822.00
825.00
822.00
825.00
822.00
825.00
822.00
825.00
822.00
8 25 . 01
822.00
825.02'
822.00
825.05
822.00
825.14
822.00
825.34
822.00
826.09
822.00
828.08
822.00
STORAGE
(acft)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-0.04
0.04
-0.03
0.04
-0.02
0.04
0.01
0.04
0.02
0.08
0.05
0.14
0.17
0.18
0.40
0.21
1. 27
0.24
3.77
0.43
INFLOW
(cfs)
. OUTFLOW (cfs)
# 1 # 2
0.00 0.00 0.00
0.00 ------ ------
0.00 0.00 0.00
0.00 ------ ------
0.00 0.00 0.00
0.00 -~---- ------
0.01 3.63 0.00
3.63 ------ ------
0.12 0.00 0.00
0.00 ------ ------
0.36 0.00 0.00
0.00 -~~--- ------
0.84 0.00 0.00
0.00 ------ ------
1.88
3.64
3.64 0.00
3.45 3.65 0.00
3.65 ------ ------
5.79 2.21 0.00
2.21 ------ ------
9.40 1.56 0.00
1.56 ------ ------
16.86 1.30 0.00
1.30 ------ ------
83.07 4.93 0.00
4.93 ------ ------
167.45 28.12 0.00
28.12 ------ ------
TOTAL
0.00
0.00
0.00
0.00
0.00
0.00
3.63
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3.64
0.00
3.65
0.00
2.21
0.00
1. 56
0.00
1. 30
0.00
4.93
0.00
28.12
0.00
'*** INTER-CONNECTED POND ROUTING PROGRlL11 ***
SC) Copyright 1983, Peter J. Singhofen, P.E.
~1IDIAN AT THE INTERSTATE ~.KE 1
3-12-89
NODE
JJ.
tt
1
2
1
2
1
2
1
2
1
2
1
2
1
2
U1
2
1
2
1
2
1
2
u
TIME
(hrs)
3.50
3.50
3.75
3.75
4.00
4.00
4.25
4.25
4.50
4.50
4.75
4.75
5.00
5.00
5.25
5.25
5.50
5.50
5.75
5.75
6.00
6.00
STAGE
(feet)
830.01
822.00
83L 07
822.00
83L 42
822.00
831.40
822.00
831.19
822.00
830.87
822.00
830.48
822.00
830.07
822.00
829.62-
822.00
829.17
822.00
828.76
822.00
STORAGE
(acft)
6.47
1.15
8.05
2.16
8.60
3.23
8.57
4.32
8.23
5.40
7.74
6.47
7.17
7.50
6.56
8.51
r::" "'.,
:..,1.:7..1.-
9.49
5.26
10.44
4.70
11.27
reS5113
VER 2.7
INFLOW
(cfs)
OUTFLOW (cfs)
:# 1 # 2
153.20 47.93 0.00
47.93 ------ ------
97.56 51.29 0.00
51.29 ------ ------
61.68 52.54 0.00
52.54 ------ ------
42.00 52.50 0.00
52.50 ------ ------
31.33 51.81 0.00
51.81 ------ ------
24.75 50.63 0.00
50.63 ------ ------
20.62 49.11 0.00
49.11 ------ ------
17.25 47.53 0.00
47.53 ------ ------
15.06 47.08 0.00
47.08 ------ ------
13.88 41.84 0.00
41.84 ------ ------
12.14 36.91 0.00
36.91 ------ ------
TOTAL
47.93
0.00
51.29
0.00
52.54
0.00
52.50
0.00
51. 81
0.00
50.63
0.00
49.11
0.00
47.53
0.00
47.08
0.00
41.84
0.00
36.91
0.00
,
* * * INTER-CONNECTED POND ROUTING PROGR..~.J1 * * *
(.JRIDIAN AT THE" INTERSTATE LAKE 1
3-12-89
u
u
*** PEAK "CONDITIONS SUMMARY ***
PEAK PEAK TIME TO
NODE STAGE STORAGE PEAK
Jj (feet) (acft) (hrs)
"IT
------ ------- .......------
1 831.44 8.63 4.13
2 822.00 10.87 5.88
PEAK TIHE TO
FROM TO OUTFLOW PEAK
NODE NODE (cfs) (hrs)
------- -------
1 2 52.63 4.13
1 2 0.00 0.13
PEAK
OUTFLOW
(cfs)
52.63
0.00
reS5113
TIME TO
PEAK
(hrs)
4.13
0.13
VER 2.7
S8HNEIDER ENG.
CIVIL ENGINEERS
LAND SURVEYORS
U LAN D PLAN NI NG
Date
Sheet
of
UrJDJZ\JE. Locr::C S I ) C-..J:;ATA.
ITf2 EJ.. ~ _&,0;,) / l~l,65
;.rv'1PE"Q\)lOUo; A-((E4 .:::. !-4fo AttZ.FS,
:;0 I '--So
..... .."..-.-....-.. ._..~-_....__. _..._'_""._--'~-~-~-,_._-
r
.450 _ c'JJ-Q~5.,(_(Cr A j
4 s .~.., ..f3Boq~f,.v,"{{Br. \
/ 0, t:...)YiJ8!'.I/. i._. 1M ~A. ). tll ~
C:Jl,Ou p . c..
D-~ p S
\
B1- )..~() P f$
u.wCDD S .s-..
.&/Lfl-SS .
c{'~ c::: 1,1
___ -:f.
Ct{ -:-0R. ou
L(20p;:.
. C,N -:J3.1...
C./-J--=-7b
..~ f\1 = foB. ___. .___.l:t-L==~](.;, ___
.. on.. ., ___.. _".. ..__..",
., ~-:_A-.f2_}~._.L?@t?___._)-_/25 2.. ~~> 5;: ~Q~..
u
C:c l,L, C._N., -== "-'. ~~/0B\;.55 - +:--. S74 \~S5\:t . s5 ~7 ~'---~5. t \, 1~k3\~U~- --
- --- .' ,.-~I~ b .1l. ~', u. . -. .C.. 1.1.V... '_.'v---.,:j~L-._74
c,'J CvE/2 r,Ll
-- /)0 "1-; ,. ';)-
1o({4bL~. 71' {67-th.., = 74
bGj.I\
rl//!=.: 8F ..COj,.CD/T/y?- ';P.ll._
L --::. ,Z5!dJ F-T
tf:=. ($f]'.53 - ~24 ~ 2~,51
:N ~(),___.?5.,
--- , 4' -
. Ie ~.9-~"J( ~Y4(, ,.~ .877: :~?~'~:r~ I =
". ,~ _" _"c . __,__n.. _. . _..._~_"'._
z-sb"
- --_.------- - -
60 . 41._~~I.~!tj."...__....u_.. .
u
f:rgSft..::. :OJ, II. .~CI2-Gs
, /)tf"':"" -2:1.
.. t...,,-!\l -, I~L
T L ,,:::S;/ ~'II\
Q/Ouyn-bb1. ~. S1.,?:~
Jot: #
u
u
u
SCS UNIT HYDROGR~PH PACKAGE
(C) Copyright 1984, R. D. Ghioto
SC35118
VER 1. 01
MERIDIAN AT THE INTERSTATE UNDEVELOPED 10YR-6HR STORM
BASIN
1
BASIN INPUT DATA
-----------~------------~--------~------------------
-------------~---------~-~--------------------~-----
BASIN AREA
SCS CURVE Nm1BER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
69.11 ACRES
74.00
0.70 INCHES
51.00 NlNUTES
484
OUTPUT SUMMARY
~------~---------~----------~-----------------------
-----------------------------------------------~-~~-
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 1. 00 INCHES
PEAK RUNOFF RATE 54.26 CFS
TIME OF PEAK 3.50 HOURS
UNIT GRAPH VOLUME 1. 00 INCHES
REFERENCE FILES
-~~--------~-----~~----------------~---------~~-----
----~--------------~~-------------~~~--------~-~----
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGR.~PH
D:MERINT2.DAT
RAIN2.RAI
UNIT2.UHG
u
u
u
SCS UNIT HYDROGR~PH PAC}~AGE
(C) copyright 1984, R. D. Ghioto
SC2,5118
Meridian @ Interstate Southwest Undeveloped
BASIN INPUT DATA
-~-~-------~--~-------------~-~~---------~~~~-------
----------~-~--------------~-~~-----------~---------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTPACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
49.56
84.00
0.38
36.00
484
OUTPUT SUHMARY
ACRES
INCHES
MINUTES
--------------~-~-~~--------------~-~~~~------------
--------------~~-----------------~~--~------------~-
ST0R11 RAINFALL
STORN DURATION
TOTAL RUNOFF
PEAK RUNO~F RATE
TIME OF PEAK
UNIT GRAPH VOLUME
3.15
6.00
1.63
81.39
3.25
1. 00
REFERENCE FILES
INCHES
HOURS
INCHES
CFS
HOURS
INCHES
--------------------------------~-------------------
--------------------------------~-------------------
INPUT DATA
OUTPUT TO DISK
P~INFALL DISTRIBUTION
UNIT HYDROGRAPH
c:LASTFI.DAT
RAIN2. RAI
UNIT2.UHG
rf~ [1 Llt r~ !m
' ~Il
! . .:
"" f'JQV 3 1987 ",;,..,".{
HAMJL TON COUNTY .
~ Df<AifW\Gt BOP-,~L
................
SECRETARr~
VER 1.01
BASIN 1
u
u
u
SCS UNIT HYDROGRP.PH PACK~GE
(C) Copyright 1984, R. D. Ghioto
SC85118
Meridian @ Interstate
BASIN 1
BASIN INPUT DATA
BAS IN P_REA
SCS CURVE NUMBER
INITIAL ABST~~CTrON
TIME OF CONCENTRATION
SCS SHAPE FACTOR
0.46 ACRES
93.00
0.15 rNCHES
15.00 MINUTES
484
OUTPUT SU]vlJ'1ARY
~---~~-~~~-~~--~~~~---~~~~~~--~~--~~~-~~~-~~---~----
~~--~~-----------------~-~~---~-~--~----~~~---------
STOP..M Ri\INFALL 3.15 INCHES
STORM DURATION 6.00 HODRS
TOTAL RUNOFF 2.36 INCHES
PEAK RUNOFF RATE 1. 60 CFS
TIME OF PEAK 3.00 HOURS
UNIT GRAPH VOLU]\1E 0.99 INCHES
REFERENCE FILES
----------------------------------------------------
-~~~-~~---------------------------------------------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDRO GRAPH
c: LASTFI. D}\.l.T
RAIN2.P..AI
UNIT2.UHG
r~il~~]Q
~ ~ L )
4,\:,,-" ~'-~:,; <~
NO\! 3 1987 .
HMvliLTiJiv CUUN I Y DRA1NAGl tlCP ';:,'
....~~~......",......,~..-..,....,
$ECRET~.R\'.u",. ~
'iER 1. 01
u
u
u
SCS UNIT HYDROGR1\PH PACI'::AGE
(C) Copyright 1984, R. D. Ghioto
Meridian @ Interstate
SC85118
BASIN 2
BASIN INPUT DATA
---------------~~--------------~---------------~----
-----------~~----------------~--------------~~--~---
BASIN AREA
SCS CURVE NUHBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
0.45 ACRES
93.00
0.15 INCHES
15.00 HINUTES
484
OUTPUT SUMMARY
-------------~-~-----------------~--------------~---
---------~~-~-------------------~-------------~-----
STORN RAINFALL
STORM DURi\TION
TOTAL RUNOFF
PEAK RUNOFF RATE
TIME OF PEAK
UNIT GRAPH VOLUME
3.15
6.00
2.36
1. 57
3.00
0.99
REFERENCE FILES
INCHES
HOURS
INCHES
CFS
HOURS
INCHES
----------------------------~--~-~------------~-----
---------------------~------------------------------
INPUT DATA
OUTPUT 'TO DISK
RAINFALL DISTRIBUTION
UNIT HYDRO GRAPH
c:LASTFI.DAT
RAIN2 . RAl
UNI'T2 . UHG
. :1f[-~ ~ [f))' n
f"! 1--' ,""""-. ~.::-:; ! ",'
:-_.3 ,:.,,~:---...-.
i'.}OV 3 1987 '''''.>~'
);.\jvliUU,~ l.,lA.Ji~ iT Ut(}J.ii'lAGE BDPu'ID
.."......".
S[CRti~RY"'~
VER 1. 01
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SCS UNIT HYDROGR~PH PACK~GE
(C) copyright 1984, R. D. Ghioto
Meridian @ Interstate
SC85118
EASIN 3
BASIN INPUT DATA
----------~~-------------~~-~---------~-------------
-----------------------------------~~---------------
BASIN AREA
SCS CURVE NUUBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE Fl\CTOR
0.35 ACRES
86.00
0.33 INCHES
15.00 MINUTES
484
OUTPUT SUMMARY
----------------~-~~--------------~--~~--------~~---
-------------------~----------------------------~~-~
STORM RAINFALL
Srl'ORII DURATION
TOTAL RUNOFF
PEAK RUNOFF RATE
TIHE OF PEAK .
UNIT GRAPH VOLUME
3.15
6.00
l. 76
0.90
3.00
0.99
REFERENCE FILES
INCHES
HOURS
INCHES
CFS
HOURS
INCHES
~~-~-~~-----~-~------------------------~~-----------
~--~~-----------------------------------------------
INPUT DlI.TA
OUTPUT TO DISK
RhINFALL DISTRIBUTION
UNIT HYDROGRAPH
C:LASTFI.DAT
RAIN2.RAI
UNIT2.UHG
..----;;J f1 IT ~
Lfil~~ rrn
NO\! 3 1987 . .,.iK
HAMILTON (;UUI~ Ii OkAiNAGE BOARD
----......h...........
. S((:Rf.;T,~RY,
VER 1. 01
u
u
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SCS UNIT EYDROGF~PH PACKAGE
(C) Copyright 1984, R. D. Ghioto
SC85118
Meridian @ Interstate
BASIN 4
BASIN INPUT DATA
---------------------------~--~---------------------
----------------------------~~----------------------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABST'RACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
0.35 ACRES
86.00
0.33 INCHES
15.00 MINUTES
484
OUTPUT SUMMARY
STOPJ1 PJUNFALL 3.15 INCHES
S TO Rl1 DURATION 6.00 HOURS
TOTAL RUNOFF 1. 76 INCHES
PEAK RUNOFF RATE 0.90 CFS
TINE OF PEAK 3.00 HOURS
UNIT GRAPH VOLUME 0.99 INCHES
REFERENCE FILES
~-~--~----------------------------------------------
--~~~-~~-~~-----------------------------------------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
c:LASTFI.DA'I'
RAIN2.RAI
UNIT2.UHG
j'(r~J1 L6 r~ ~rJn
-..- 1! '
L '> l t.,.
r'JOV 3 1587 .""<; ,,-
HAMiLTON COU .
__ NTY DRAINAGE BOARL
-...'SF.c:R'Ei,~.RY"..~'-,---
VER 1. 01
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SCS UNIT HYDROGR~PH PAC&\GE
(C) copyright 1984, R. D. Ghioto
Meridian @ Interstate
BASIN INPUT DATA
SC85118
BJI.S IN 5
~------~-------~-----~---------~------~-------------
-------------~------~-------~~--------------------~-
BAS IN P-.REA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
0.34 ACRES
9LOO
0.20 INCHES
15.00 MINUTES
484
OUTPUT SUHI1ARY
-~---------~------~---------~~-----~~-------------~~
-~----------------~--------~-------~-------~--------
STORM RAINFALL
STOP.M DURl\.TION
TOTAL RUNOFF
PEAK RUNOFF P~TE
TIME OF PEAK
UNIT GRAPH VOLUME
3.15
6.00
2.18
L09
3.00
0.99
REFERENCE FILES
INCHES
HOURS
INCHES
CFS
HOURS
INCHES
-----~~,--------------------~~~------~~~-------------
----~-~~-------~-----------~----------~--------------
INPUT DATA
OUTPUT TO DISK
PAINFALL DISTRIBUTION
UNIT HYDROGRAPH
c:LASTFI.DAT
P.AIN2. RAI
UNIT2 . UHG
~)J 17 ~
"\ r I ~ ----
/'..:~. 10~
~ -"-.......1 ) I ~
L~.J ~ ),~
i\JOV 3 1987 ~~..,,'f
~~
..................................
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, c,IJUil i r UKAIf"tlt.l ""n~ ft.,
'i.,,-, D...Jf"".:.!l}
VER 1.01
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SCS UNIT HYDROGRP.PH PACKAGE
(C) copyright 1984, R. D. Ghioto
Meridian @ Interstate
BASIN INPUT DATA
8C85113
BASIN 6
-------------~-------~-----------------------~------
-------------~~------~~--------------~------~-------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTP~~CTION
TIME OF CONCENTR~TION
SCS SHAPE FACTOR
0.38 ACRES
78.00
0.56 INCHES
15.00 MINUTES
484
OUTPUT SUJVjliARY
------~-----------~-----------------~------~~-------
----------------~~------~~~-------~~-------------~-~
STOID! RAINFALL
STORM DURATION
TOTAL RUNOFF
PEAK RUNOFF RATE
TIME OF PEAK
UNIT GRAPH VOLUME
3.15
6.00
1. 22
0.65
3.13
0.99
REFERENCE FILES
INCHES
HOURS
INCHES
CFS
HOURS
INCHES
----------------------------------------------------
-----~-----------~-----,-------~---------~-~---------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
c:LASTFI.DAT
RAIN2 . RAI
UNIT2.UHG
('C f[ r~~ ~ T. "fu
I P __w--~ Jl:!J
i) ~~..
.. r~DV 3 . 1987 .
Hi\IWLi UI'i l-ULil'il ~ ORAiNAGE BOP:1t.'
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....u. $E.CRl;:TARi,
VER 1.01
u
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SCS UNIT HYDROGRAPH PACK~GE
(C) copyright 1984, R. D. Ghioto
SC85118
Meridian @ Interstate
BASIN 7
BASIN INPUT DATA
---~~--------~~~-------~~------------------~~~------
------------~~---------~~~-----~~~-----------------~
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
0.36 ACRES
78.00
0.56 INCHES
15.00 l'IINUTES
484
OUTPUT SmlMARY
-~-------------~~---------~~-~----------------------
-----------~------------~~-----------~---------~----
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TO'I'l'.L RUNOFF 1. 22 INCHES
PE.l'l.K RUNOFF RATE 0.62 CFS
T II1E OF PEAK 3.13 HOURS
UNIT GRAPH VOLUME. 0.99 INCHES
REFERENCE FILES
---~-----------~---~~---,----------~-~----------~----
----~~--------------~------------~--~-----------~~--
INPUT DATA
QU'I'POT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
c:LASTFI.DAT
RAIN2.RAI
UNIT2.UHG
':/~,-: \l \T. ~ ~\",f\J). ','
. L_~ L.!. ~ \j, '
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LJ. "n\,! 3 1987
\\..' .
.~ '- '
- ,or,'ll'\,
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.,"~".'-~'"s{cRb~~~'''''''''
VER 1. 01
u
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(C) copyright 1984, R. D. Ghioto
Meridian @ Interstate
BASIN INPUT DATA
SC85118
BASIN 8
===~==~=~===~====~~====~====~=~====~==~=~=====~=====
BASIN AREA
SCS CURVE NUJ:.1BER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
0.20 ACRES
92.00
0.17 INCHES
15.00 rUNUTES
484
OUTPUT Sm:I1'1ARY
-~------~---------------~-----------~~----------~---
-------~~--------------------~------------~----~----
STORM RAINFALL
STORM DUR.:l>..TION
TOTAL RUNOFF
PEAK RUNOFF ~~TE
TIME OF PE:AK
UNIT GR~PH VOLUME
3.15
6.00
2.27
0.67
3.00
0.99
REFERENCE FILES
INCHES
HOURS
INCHES
CFS
HOURS
INCHES
--~-----'-----'-- ---~--------~-----~~-------~----~~---
--~-------~~------------------------------~----~----
c:LASTFI.DAT
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
RAIN2.RAI
UNIT2.UHG
~TI. \Lt L~ rm
Lr ,'~\ I 3 lSR7~"''''''''''''
\.'-~Ll..' '.<
\1"'\1""" \ ; l>uur.J.\1 UMi\;\-;\-. FiJi''1,;:-,
n \llL \,).'1:
. ._t-...J....L.........;.::....::,.-C'..':...2:y...'.0#"-....,.J'~.,-
.............. :o,[CRS"!"".'"
VEP. 1.01
u
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SCS UNIT HYDROGP~PH PACKAGE
(C) Copyright 1984( R. D. Ghioto
Meridian @ Interstate
BASIN INPU'l' DATA
5C85118
BASIN 9
------~--~---------~~------------~---------~-~~-----
----------~---------~---------------------~--~-~-----
BASIN AREA
S CS CURVE NlJ'MEER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
0.38 i\CRES
78.00
0.56 INCHES
15.00 MINUTES
484
OUTPU'l' SUMMARY
-----~~~---------------~-~~-----------~-~---------~-
-~~~~-------------------~~-------,----------------~--
STOPJ1 RAINFALL
STORM DURATION
TOTAL RUNOFF
PE,r.~K RUNOFF RATE
TIHE OF PEAK
UNI'I' GRAPH VOLUME
3.15
6.00
1.22
0.65
3.13
0.99
REFERENCE FILES
INCHES
HOURS
INCHES
CFS
HOURS
INCHES
=~===~==============~~====~~~~~=~~~~~========~~=~===
INPUT DATA
OUTPUT '1'0 DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
c:LASTFI.DAT
RAIN2.RAI
UNIT2.UHG
rfI1Lb~ID)
< .. [,~OV 3 1987
~i",,;:L i vii t..UUI~ I Y Ur\; .
,-,op:::e
"'.,._...............u.S;c.C:~E~AR..:c~.,...- .
VER 1.01
u
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SCS UNIT HYDROGRP.PH PACB~GE
(C) copyright 1984, R. D. Ghioto
SC85118
Meridian @ Interstate
BASIN 10
BASIN INPUT DATA
------~-------------------------------------------~-
----------------------------~~--------~--------~----
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTP~CTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
0.21 ACRES
96.00
0.08 INCHES
15.00 MINUTES
484
OUTPUT SUMl'<1ARY
--------~--~--------------~~~-----------~-----------
---------~-~----------~-----------------------------
STORM RAINFALL
STOP..M DURATION
TOTAL RUNOFF
PEAK RUNOFF RATE
TINE OF PEAK
UNIT GRAPH VOLUME
3.15
6.00
2.66
0.81
3.00
0.99
INCHES
HOURS
INCHES
CFsQi
HOURS
INCHES
REFERENCE FILES
--~-----------------~~~--------------~-~---------~-~
-------------------~----------------~-~-~---------~-
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
c:LASTFI.DAT
RAIN2.RAI
UNIT2.UHG
IJ~~ I1 IL. ~ [lJ)
,,-, ,<"0;
UO\/ 3 1987 __0
WI\~IJ fE, c- IY
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VER 1. 01
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(C) copyright 1984, R. D. Ghioto
SC85118
Meridian @ Interstate
BASIN 11
BASIN INPUT DATA
-------~----------~----------------~----~----~------
-----------------~-----------~----------~-----------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTP~~CTION
TIME OF CONCENTP~TION
SCS SHAPE FACTOR
4.83 ACRES
93.00
0.15 INCHES
18.00 l'UNUTES
484
OUTPUT smn-lARY
------------------~~------------~---------------~---
--~~-------~------------~-----------------~~--------
STORN RAINFALL 3.15 INCHES
STORl1 DURATION 6.00 HOURS
TOTAL RUNOFF 2.36 INCHES
PEAK RUNOFF RATE 16.31- CFS
TIME OF PEAK 3.13 HOURS
UNIT GRAPH VOLUHE 0.99 INCHES
REFERENCE FILES
-----------------------------------~------------~---
---~-------~------~---------~-----~~-----~-----~----
INPUT DATA
OUTPU'l' TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
c:LASTFI.DAT
R1l,IN2 . RZl.I
UNIT2.UHG
JrilIb~rn)
c .~'-;"., :~.,...-'
rJO\' 3 1917 ,-
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,i)i Ii 'I Ur\l~'
:'~Qtt ~t}
~:c.( RETiJiy ... .....~~.... ...
<,JER 1. 01
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(C) copyright 1984, R. D. Ghioto
Meridian @ Interstate
5C85118
BASIN 12
BASIN INPUT DATA
~--------~-----~------------------------------------
--------------~~--------------~------~-----~--------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
2.53 ACRES
93.00
0.15 INCHES
18.00 MINUTES
484
OUTPUT SUMMARY
----------~---------------------------------~-----~-
--------~-----------------~------~~~------~---------
STORM RAINFALL
STORM DURATION
TOTAL RUNOFF
PEAK RUNOFF RATE
TIME OF PEAK
UNIT GRP,PH VOLUME
3.15
6.00
2.36
8.54
3.13
0.99
INCHES
HOURS
INCHES
CFS
HOURS
INCHES
REFERENCE FILES
----~-----------------------~------~----------------
--------------------------~~~---------~~----~~~-----
INPUT DATA
OUTPUT TO DISK
RP.INFALL DISTRIBUTION
UNIT HYDRDGRAPH
C:LASTFI.DAT
RAIN2 . RAI
UNIT2.UHG
rfil [L ~ ID:l
~",:f'\\ { "7 10,87
I,d',';) ~
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~ f\n t, .UL u........ ~.'....
.'U.~M'~...SfCR2T.~.:~y~~UM.~~.
VEP. 1. 01
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(C) Copyright 1984, R. D. Ghioto
Meridian @ Interstate
SC85113
BASIN l3
BASIN INPUT DATA
----~~--------~-----------~-------~~~---------------
----~~~~-------~---------~-------~~------~~-~-------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTP~TION
SCS SHAPE FACTOR
4.79 ACRES
93.00
0.15 INCHES
18.00 NINUTES
484
OUTPUT SUMNARY
-----------------~~---------~~~-~-------~-~------~-~
-~~~-----------~~-----------~-~-----~~~--------~----
STORM Ri\INFALL
STORM DURl\.TION
TOTAL RUNOFF
PEAK RUNOFF RATE
TINE OF PEAK
UNIT GRAPH VOLUHE
3.15
6.00
2.36
16.18
3.13
0.99
REFER;ENCE FILES
INCHES
HOURS
INCHES
CFS
HOURS
INCHES
--------------~--~------------~-~~~--------~--------
--------------~------------~~-~------------~--------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
c:LASTFI.DAT
RAIN2.RAI
UNIT2.UHG
/~~lfI ~~
1 ~ p J-~;f j 8. : 1 ,~"
! ,... ~ -,,-..--:l I I 1 ~
1J - j<=:;:).,~
rJD'/3 1987'.
!..U,A1iLJ lli~ L,UI.~' v V.'i.!. . '. . ." ,.
wi Ii 11/-1/i'il-il:lJ:.. DUp.l~;
-.....LU!........~............_
.sr.cREi,~::~:~.~.----~.
VER 1. 0 1
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SCS UNIT HYOROGRAPH PACKAGE
(C) Copyright 1984, R. D. Ghioto
Meridian @ Interstate
SC8511S
BASIN 14
BASIN INPUT DATA
VER 1.01
~--~~~~-~---~~--~~--~-------------------------------
~-----~~---------------------------------------------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTP~TION
SCS SHAPE FACTOR
9.92
90.00
0.22
36.00
484
OUTPUT SUIvII1.ARY
ACRES
INCHES
MINUTES
---------~~~---~~---------~-------------------~~---~
--------~~------------------------------------------
STOP.J1 RAINFALL
S'l'ORI1 DURATION
TOTAL RUNOFF
PEAK RUNOFF RATE
TIME OF PEAK
UNIT GRAPH VOLUME
3.15
6.00
2.11
21.56
3.25
1. 00
REFERENCE FILES
INCHES
HOURS
INCHES
CFS
HOURS
INCHES
----------------------------------~--~~~-----~~--~~~
-------~--------------------------------~-~-~~------
INPUT DA'I'A
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
c:LASTFI.DAT
Ri\IN2 . RAI
UNIT2.UHG
~~IlIT ~~--
r r:~' ~ -~.:-;:) J .U), '"
if ,~J
I ' .~
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SCS UNIT HYDROGRAPH PACKAGE
(C) copyright 1984, 'R. D. Ghioto
SC85118
Meridian @ Interstate
BASIN 15
BASIN INPUT DATA
-----~-----~~----~-----~-~-----------~--------------
----~~------~----~-----~-~-----------------------~--
BASIN AREA
SCS CURVE NUMBER
INITIAL l-.BSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
3.10 ACRES
93.00
0.15 INCHES
18.00 MINUTES
484
OUTPUT SU1'1MARY
---~-------------------------------------~-~-----~--
-------~--------------~------------------------------
STOFJ'I RAINFALL 3.15 INCHES
STORJV[ DURATION 6.00 HOURS
TOTAL RUNOFF 2.36 INCHES
PEAK RUNOFF RATE 10.47 CFS
THIE OF PEAK 3.13 HOURS
UNIT GRAPH VOLUME 0.99 INCHES
REFERENCE FILES
---------------------------------~~-~---~-----------
----------------------------------------~~~---------
INPUT D.i\TA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
C:LASTFI.DAT
RAIN2 . RAI
UNIT2.UHG
~ IT IT fr:::;~
~r~ ' i ~ J ~ y-~
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NO\/ 3 1987 ,"
H,l\ivUL iUli GUUNTY DkAii\JAGE BOA.~
'~t.'{RET!;';~~~~~.
VER 1. 01
u
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SCS UNIT HYDROGRAPH PACKAGE
(C) Copyright 1984, R. D. Ghioto
Meridian @ Interstate
8C85118
Bp.SIN 16
BASIN INPUT DATA
-----~-------------------------~-----------------~--
------~~~-~--------------------~-----------------~-~
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
10.77
90.00
0.22
36.00
484
OUTPUT SUMJVlARY
ACRES
INCHES
MINUTES
----------------------------------------------------
--------------------------------~~-~----------------
STORM RAINFALL
STORN DURATION
TOTAL RUNOFF
PEAK RUNOFF RATE
TIME OF PEAK
UNIT GRAPH VOLUME
3.15
6.00
2.11
23.41
3.25
1. 00
REF'ERENCE FILES
INCHES
HOURS
INCfiES
CFS
HOURS
INCHES
----------------------------------------~~~~--~~----
---------------------------------------~-~----~-----
INPUT DATA
OUTPU'l' 'I'O DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRl.\PH
c:LASTFI.DAT
RAIN2 . RAI
UNIT2.UHG
ref [1 [L I~.~~. r('~
! -~ f 1\1;
j . ) I ~
...,- -~ .- If!.
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~.l'~ .'1i; I'
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VER 1.01
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SCS UNIT HYDROGRAPH PACK~GE
(C) copyright 1984, R. D. Ghiota
Meridian @ Interstate
SC85118
VER 1.01
BF.SIN 17
BASIN INPUT DATl-;.
===~==========~==========~========~~================
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
8.25 ACRES
90.00
0.22 INCHES
40.00 MINUTES
484
OUTPUT Sm1I1ARY
------~---------------~-~-----------~---------~~~---
---------------------~-~----------------------------
STORM RAINFALL
STORM DUR.l\TION
TOTAL RUNOFF
PEAK RUNOFF RATE
TIME OF PEAK
UNIT GRAPH VOLUME
3.15
6.00
2.11
16.65
3.38
1.00
REFERENCE FILES
INCHES
HOURS
INCHES
CFS
HOURS
INCHES
--------------~------------------~--~~----------~~~-
---------------~--------------------~---------------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGF..APH
c:LASTFI.DAT
RAIN 2 . HAl
UNIT2.UHG
;~rr fT ~)-
i.!J . u.. 1.,6 ) N' i (~.
if ~111~
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. ,.~-- ~
r,!O\/ 3 1987 c".,. ,oc
HhJ~.'Iil j"; , ,.,. r' t
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"0''',.. .,~~"~..$f:c~~.Etpj~.,.....~~.,-.
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SCS UNIT HYDROGR~PH PACKAGE
(C) copyright 1984, R. D. Ghioto
SC8511S
Meridian @ Interstate
BASIN 18
BASIN INPUT DATA
-~-~~~-----------------~~~--~-----------~-----------
~------------------~~----~---~----------~-----------
BASIN AREA
SCS CURVE NUHBER
INITIAL. ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
0.91 ACRES
93.00
0.15 INCHES
15.00 MINUTES
484
OUTPUT SUMMARY
-----~----~---------------------~-~-----------~~~~--
--~~-~~----------------------~-~~-------------~-----
S'I1OP-M RAn-lF ALL 3.15 INCHES
STORM DURATION 6.00 HOURS
rrOTAL RUNOFF 2.36 INCHES
PEAK RUNOFF RATE 3.17 CFS
TIME OF PEAK 3.00 HOURS
UNIT GRAPH VOLUME 0.99 INCHES
REFERENCE FILES
-------------------~--------------------~-~~--------
------------~---~-~-------------------------~-------
INPUT DATA
OUTPUT 'ra DI SK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
c:LASTFI.DAT
sw465
RAIN2.RAI
UNIT2.UHG
.~,1 I? ~___
';~i-' ~ I " i i ( ~~ ~
i;J L~"=~~~lt~
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., J'.' J JO
dAMiU[ji~ ,u,. I (' I ".
l,.. UJ~ d Drriiiii4Gt Rn!r~n
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(C)'i aoA~D$
SIMON PLOTTER $PRNT--02
SCS5118
'lER 1. 01
HAS COMPLETED PRINTING copyri
Meridian @ Interstate
BASIN 19
BASIN INPUT DATA
-----------------------~--~~---------~--------------
~----------------------------~--~-~---~--~--~---~---
BASIN II-REA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TI~m OF CONCENTR~TION
SCS SHAPE FACTOR
1.61 ACRES
90.00
0.22 INCHES
17.00 MINUTES
484
OUTPUT SUMVlARY
-----------~~~~--------------------~-~--------------
----------------~-----------------~----~------------
STORM Rl~INFALL 3.15 INCHES
STORI'1 DURATION 6.00 HOURS
TOTAL RUNOFF 2.09 INCHES
PEAK RUNOFF RATE 4.88 CFS
T'IHE OF PEAK 3.13 HOURS
U UNIT GRi\PH VOLUME 0.99 INCHES
REFERENCE FILES
~~=~====~~===========~~===~~==========~==~~~~=~===~=
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
c: L.i\STFI. DAT
sw465
RAIN2 . RAI
UNIT2.UHG
u
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SCS UNIT HYDROGRAPH PACfiliGE
(C) Copyright 1984, R. D. Ghioto
Meridian @ Interstate
SC85118
BASIN 20
BASIN INPUT DATA
------~-~~---------~-~---------------------~-~------
--~~~~-----------~~-------------~--~------~-~-------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTR~CTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
1.95 ACRES
90.00
0.22 INCHES
19.00 MINUTES
484
OUTPUT SU11MARY
---~------------------~----------------~----------~-
----~~-----------------~-------------~~-----------~-
STORM RAINFALL
STORM DURATION
TOTAL RUNOFF
PEAK RUNOFF RATE
TIME OF PEAK
UNIT GRAPH VOLUME
3.15
6.00
2.10
5.86
3.13
0.99
INCHES
HOURS
INCHES
CF'S
HOURS
INCHES
REFERENCE FILES
----------------------------------------------------
----~-~~-----------------~--------------------------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGFJI_PH
I' ,
fi;' i!~";iL
"<'''. .
c:LASTFI.DAT
sw465
RAIN2.RAI
UNIT2.UHG
/1-r8 IT IL /~ I-~
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""') 1987 ~'-'"
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VER 1.01
u
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SCS UNIT HtDROGRAPH PACK~GE
(C) Copyright 1984, R. D. Ghioto
Meridian @ Interstate
BASIN INPUT DATA
5C85118
BASIN 21
-------------------------~--~--------~---~-~--~~-~--
--------------------------~-~-------~-------~-------
BASIN AREA
SCS CURVE NUEBER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
2.33
88.00
0.27
19.00
484
OUTPUT SUl'Jl'1ARY
i'>.CRES
INCHES
MINUTES
--~--~------------------~~--------------------------
--~--~-----------------~-~~-------------------------
STORM RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 1. 93 INCHES
PEAK RUNOFF RATE 6.44 CFS
TH1E OF PEAK 3.13 HOURS
UNIT GRAPH VOLUME 0.99 INCHES
REFERENCE FILES
---------------~-~~~-------------------~----~-------
------------------------------------~--~------------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRi\PH
c: L..I\STFI. DAT
s.w 465
RAIN2.RAI
UNIT2.UHG
'~rrl- f1 ~::::-.
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i'JOV 3 1987 "'","
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VTR 1, 01
u
u
u
SCS UNIT HYDROGRJI.PE PACK1\GE
(C) Copyright 1984, R. D. Ghioto
SCSSI18
Meridian @ Interstate
BASIN 22
BASIN INPUT DATA
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTP~CTION
TIME OF CONCENTRATION
SCS SHAPE FACTOR
0.56 ACRES
83.00
0.41 INCHES
15.00 MINUTES
484
OUTPUT SUI"llVIARY
----------------------~---~~-~~~-----~---~~---------
---------------------------------~----~~~---~~~-----
STOR-M RAINFALL ].15 INCHES
STORM DUR.i\TION 6.00 HOURS
TOTAL RUNOFF 1. 54 INCHES
PEAK RUNOFF R-Zl..TE 1. 25 CFS
THm OF PEAK 3. .13 HOURS
UNIT GRAPH VOLUME 0.99 INCHES
REFERENCE FILES
---------~---------------------------~---~~~~~~-~---
-------~~-~~--~----------------------------~----~~--
INPUT DATA
OUTPUT TO DISK
R1\INFALL DISTRIBUTION
UNIT HYDROGRAPH
c: LASTFI. OAT
sw465
RAIN2.RAI
UNIT2.UHG
,--~~ '11 ~- I~'~ ii',:"..
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H~\r'I1ILTON COU1~TY DRAINAGE cOA~'\
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iiER 1. 0 1
u
u
u
SCS UNIT HYDROGP~PH PACr~GE
(C) copyright 1934, R. D. Ghioto
Meridian @ Interstate
SC8511S
BASIN 23
BASIN INPUT DATA
----------~~------~------------~~--~---~------------
--------~~-~~~----------------------~-~-------------
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTR~TION
SCS SHAPE FACTOR
3.48 ACRES
87.00
0.30 INCHES
20.00 MINUTES
484
OUTPUT SUJ1J:1ARY
------~----------------~----------------~~~-~--~----
-------~-----------------~-----------------~---~-~~-
STOR11 RAINFALL 3.15 INCHES
STORM DURATION 6.00 HOURS
TOTAL RUNOFF 1. 84 INCHES
PEAK RUNOFF RATE 9.07 CFS
TIME OF PEAK 3.13 HOURS
UNIT GRAPH VOLUME 0.99 INCHES
REFERENCE FILES
---------~------------~-------------~---------------
-------~--~------------~------------~-~-------------
INPUT DATA
OUTPUT TO DISK
R~INFALL DISTRIBUTION
UNIT HYDROGRAPH
c:LASTFI.DAT
sw465
RAIN2 . RF.I
UNIT2.UHG
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1987
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VER 1.01
u
u
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SCS UNIT HYDROGRAPH PACKAGE
(C) Copyright 1984, R. D. Ghioto
Meridian @ Interstate
SC85118
ElI.S IN 24
BASIN INPUT DATA
--------------------~-----~~~-------_._-~--------_._~~-
----------------------------~-~-----~~-~~~~---~---~~
BAS I N p~REA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIHE OF CONCENTRATION
SCS SHAPE FACTOR
7.36
93.00
0.15
19.00
484
OUTPUT SUrvIMF~RY
ACRES
INCHES
MINUTES
----------------------------------------------------
------------~--~-----~----------------------------~-
STOR11 RAINFALL 3.15 INCHES
STORl1 DURATION 6.00 HOURS
TOTAL RUNOFF 2.37 INCHES
PEAK RUNOFF RATE 24.75 CFS
TIME OF PEAK 3.13 HOURS
UNIT GRAPH VOLUME 0.99 INCHES
REFERENCE FILES
--------~--~-------------------~---~----------------
-------------~---~--------------~----~--------------
INPUT DATA
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
c:LASTFI.DAT
sw465
RAIN2.RAI
UNIT2.UHG
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VER 1.01
LJ
u
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SCS UNIT HYDROGRAPH PACKAGE
(C) Copyright 1984, R. D. Ghioto
SC85118
Meridian @ Interstate
BASIN 2S
BASIN INPUT DATA
-~-~-~--~-----~~~~--~~-~~----~~--~---------------~--
-----------,---~---~----------------------~-----~----
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTR..\TION
SCS SHF.PE FACTOR
15.63
92.00
0.17
22.00
484
ACRES
INCHES
MINUTES
OUTPUT SUMJvT.ARY
STOP~1\1 RAINFALL 3.15 INCHES
STORI\1 DURATION 6.00 HOURS
TOTAL RUNOFF 2.27 INCHES
PEAK RUNOFF R..~TE 48.26 CFS
TIME OF PEAK 3.13 HOURS
UNIT GRAPH VOLUME 0.99 INCHES
REFERENCE FILES
INPUT DATA
OUTPUT TO DISK
Rl,INFALL DISTRIBUTION
UNIT HYDROGRAPH
c:LASTFI.DAT
5.";465
RAIN2 . RAI
UNIT2.UHG
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VER 1. 01
u
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SCS UNIT HYDROGRAPrr PACKqGE
(C) Copyright 1984, R. D. Ghioto
Meridian @ Interstate
SC85l18
BASIN 26
BASIN INPUT DATA
---------~~~-----------------~~---------------------
--------~----~~------------------------------------~
BASIN AREA
SCS CURVE NUMBER
INITIAL ABSTRACTION
TIME OF CONCENTR~TION
SCS SHAPE FACTOR
28.65 ACRES
91.00
0.20 INCHES
36.00 MHJUTES
484
OUTPUT SmOCi\RY
----~------------~~-----------~-~~------------------
----~~---------------~--------------~~~~------------
STom1 RAINFALL 3.15 INCHES
STOPJ1 DURATION 6.00 HOURS
TOTAL P.UNOFF. 2.20 INCHES
PEAK RUNOFF RATE 64.91 CFS
TIHE OF PEAK 3.25 HOURS
UNIT GRAPH VOLUME 1. 00 INCHES
REFERENCE FILES
----------------~---------~~------------------------
---~-~----------~-------------------------~---------
INPUT DATA
OUTPUT TO DISK
PAINFALL DISTRIBUTION
UNIT HYDRO GRAPH
c:LASTFI.DAT
sw465
RAIN2.RAI
UNIT2.UHG
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(C) Copyright 1984, R. D. Ghioto
Meridian @ Interstate
BASIN 27
BASIN INPUT DATA
SC85118
----- -----,-----~---~-~-~-~~~~~~-----------------~~--
-------------~---~-~~-------------------------~~~---
BASIN AREA
S CS CURVE NmmER
INITIAL ABSTRACTION
TIME OF CONCENTRATION
SCS SHAPE FACrl'OR
39.42 ACRES
9l.00
0.20 INCHES
39.00 rUNUTES
484
OUTPUT SUMMARY
----------------------------------------------------
------------------------------------------------~~--
STORM RAINFALL 3.15 INCHES
STORT1 DURATION 6.00 HOURS
TOTAL RUNOFF 2.20 INCHES
PEp.X RUNOFF RI\TE 83.82 CFS
TIME OF PKZl.K 3.25 HOURS
UNIT GRAPH VOLUME 1. 00 INCHES
REFERENCE FILES
---------~-~--~~--~~~---~-~--~-~--------------------
--~------~~-~~-~----~----~--------------------------
INPUT DATA.
OUTPUT TO DISK
RAINFALL DISTRIBUTION
UNIT HYDROGRAPH
c:LASTFI.DAT
sw465
RAIN2.RAI
UNIT2.UHG
r ("~7 r~f
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