HomeMy WebLinkAbout991266.tiff •
• MINUTES OF THE WELD COUNTY UTILITIES ADVISORY COMMITTEE
A regular meeting of the Weld County Utilities Coordinating Advisory Committee was held on Thursday,
January 14, 1999, at 10:00 a.m., in the Conference Room of the Weld County Administrative Offices at 1400
N. 17th Avenue, Greeley, Colorado.
Members Present
Gene Rempel Public Service Company
Cody Wooldridge Central Weld Water District
Gary Sandau LaSalle Fire Department
Don Carroll Public Works Department
Also Present: Monica Daniels-Mika, Director of Planning; John Coppom, Del Camino Development; Shani
Eastin and Todd Yee, TuttleApplegate; Bill Meier, United Power; Wendi Inloes, Secretary.
CASE NUMBER: S-481
PLANNER: Monica Daniels-Mika
APPLICANT: Del Camino Junction Development, Inc.
REQUEST: Planned Unit Development Final Plat
LEGAL DESCRIPTION: Lot A of AmRE-730; and Lot 1 of the Ft. Junction PUD First Filing, located
in the SW4 of Section 2, T2N, R68W of the 6th P.M., Weld County,
Colorado
LOCATION: North of State Hwy 119 and adjacent to 1-25 and the 1-25 Frontage Road . For a more
precise location, see legal.
• Monica Daniels-Mika, Director, presented case S-481. Monica explained that there is some uniqueness
associated with this case as far as the processing is concerned. Because the applicant had sought out the
Change of Zone process prior to the new PUD ordinance going into effect, they will be under the old PUD.
Monica explained that since this is a PUD, the applicant has some flexibility on lot sizes, and there are
concerns as far as meeting setback requirements on some lots.
Monica had questions for the applicant on the number of temporary easements and proposed easements in
Block 3, Lots 1,2 &3. Monica stated that there will need to be changes made on the plat, such as road right-
of-ways from future road right-of-ways, which will affect possible placement of utilities because it will show a
little more setback.
Don Carroll asked Monica what type of guidance she could give as far as building envelopes and where the
setbacks are. Monica explained that what the ordinance says is that there is a minimum of 100 feet of
setback if you are adjacent to 1-25 or 1-25 Frontage Road. You can have the 100 feet if parking is placed in
the back of a building, and if parking is proposed in the front, at that point it is a 150 feet setback, which could
make some of the lots non-buildable. A concern Monica has, is keeping in mind that there has to be a
substantial easement, that the applicant would want to place the easements in the front of the lots. With the
utility easements already designated with the road right-of-way, lots 11 and 12 are already non-buildable.
Monica said that there has been some discussion with Shani on whether Ordinance 201 is in effect on this
property, and legal council has said that yes it is, and that setbacks need to be adhered to. When this
proposal was looked at the Sketch Plan stage, the utilities were not delineated, and there is a possibility there
CCUif. ce 3vme shed Utilities. CUuy Wocloriuge said film the wafer iine is an exclusive easement for Central
Weld, and they have an agreement with St. Vrain Sanitation to have shared easements, therefore requiring
additional easement. They are also requiring water lines to be out from underneath asphalt and curb and
gutters, because if there is a leak, they will need to get access without tearing up the road.
• Don Carroll also wanted to add that the State Department of Transportation has approached them about
purchasing some more property north of the facility, more than likely on future widening.
! !
• UTILITY BOARD SUMMARY
S-481
Page 2
Shani Eastin, representative of Tuttle Applegate, said that the subject property has been subject to some
unique regulations that Weld County has imposed in the last three years. The site is also being subject to the
1-25 Frontage Road split, the new ordinances with the IGA between Firestone/Frederick/Dacono, which has
also imposed very high setback standards. Shani said that the comments on the lots that are non-buildable,
they have some different thoughts that may occur. If a user is not able to meet setbacks on certain lots, they
may but a couple of lots.
Monica asked Shani about the Block 3, Lots 1,2 &3, and if they have considered incorporating all the utilities
in the front part of the lot as opposed having additional on the back, because it seems they are narrowing
themselves. Shani explained that she believes they are descriptive, so she does not believe they can be
recorded separately, but will check on that. Monica said it may be more workable to create one lot, as
opposed to three separate lots. Shani said that is a peculiar area, but cannot determine at this time what type
of use the user will pursue.
Monica stated that according to Ordinance 201, all utilities will have to be located underground.
Don Carroll asked how the utility easements will be affected by setbacks. Monica said that there will be any
additional easements to be placed along the lots, but the building sites to be placed back.
Don also added that the widening of WCR 24-1/2 will need to be placed on the plat with easements, along
with future road right-of-way.
• Cody Wooldridge and Don suggested placing a note on the plat that interior lot line easements can be vacated
if not utilized.
Cody Wooldridge moved to accept the plat, with the addition to the note regarding vacation of interior lot lines
and also the future road right-of-way on the widening of WCR 24-1/2. Gene Rempel seconded. Motion
passed unanimously.
Res ectfulyysubm d,
Wendi Inloes
Secretary
•
PRELIMINARY DRAINAGE REPORT
TO
r
WELD COUNT'
r
FOR
DEL CAMINO JUNCTION
f�t
BUSINESS PARK
r
DEL CAMINO DEVELOPMENT; INC.
1750 SIXTH AVE.
GREELEY, CO 80631
r
Prepared By:
TuttlsApptegateinc.
Con:What,for land,Mineral,rind Water
t 11990 Oran Sheet,Suite 304
r (33003�s 66611ae 80233
AX(303)452-2759 November 19, 1998
TA#98-162
r^ ,
991266
r
r CERTIFICATION:
I hereby certify this Preliminary Drainage Study for the Del Camino Junction Business
Park located in Weld County, Colorado was prepared by me or under my direct supervision in
accordance with the provisions of Weld County Subdivision Ordinance, October 6, 1987.
r
r-
Patric N. Sorenson
Registered Professional Engineer
State of Colorado No. 22848
r�
r
A
DRAINAGE REPORT
r TABLE OF CONTENTS
CERTIFICATION
I. GENERAL PROJECT INFORMATION
A. Location
B. Property Description
r-
II. DRAINAGE BASINS AND SUB-BASINS
A. Major Basin Descriptions
B. Sub-Basin Description
r- III. DRAINAGE DESIGN CRITERIA
A. Drainage Criteria
B. Development Criteria
C. Hydrological Criteria
r-^ IV. DRAINAGE FACILITY DESIGN
A. General Concepts
B. Specific Details
V. CONCLUSIONS
VI. REFERENCES
APPENDIX A Calculations and Exhibits
POCKET FOLDER Basin Mans and Exhibits
a'
r L GENERAL PROJECT INFORMATION
A. PROJECT LOCATION
The project is located in Weld County, Colorado. This site is a part of the Southwest One-
Quarter of Section 2, Township 1 North, Range 68 West of the 6th Principal Meridian. The
project site is located approximately on the Northeast corner of the intersection of State
Highway 119 and Interstate 25.
r
B. PROPERTY DESCRIPTION
r— The total area within the proposed subdivision is 45 acres more or less. The site will
consist of 20 commercial and light industrial (I-1) lots with a minimum lot size of .4 acres.
Approximately 7 acres (15 %) of the site will be used for open space and detention storm water
storage.
The project area is currently vacant land. The site is currently bordered on the South by
r- the Kahn subdivision, which is also a commercial development. Interstate 25 borders the
property on the west side. Active gravel mines are located on the north and east borders. The
Rural Irrigation Ditch runs west to east across the project site approximately 400 feet north of the
r southerly property line.
The predominant surface soil is the Aquolls and Aquents soil series, as defined by the
rat-- SCS Soils Maps. The soil series has not been classified in a specific hydrologic soils grouping,
however, the soils exhibit low to moderate runoff potential and are moderate in susceptibility to
erosion.
II. DRAINAGE BASINS AND SUB-BASINS
'- A. MAJOR BASIN DESCRIPTIONS
The project site is located in an area that is tributary to the St. Vrain Creek. At the time
of preparing this report a major basin-wide hydrologic study has not been performed for
this tributary area.
r
There are two well defined onsite historic basins designated as onsite historic basins A
and B. The boundaries for the onsite historic basins are existing elevated roadways. For the
analysis presented in the report, it was assumed that historic flows are not be stopped by the
Rural Irrigation Ditch. The general trend is that all historic drainage flows towards the north
property boundary. (See Sheet 1 from the attached maps for specific locations)
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r
Offsite historic flows are limited to the Kahn Subdivision site directly to the south of the
property and portions of the I-25 frontage road and the I-25 on-ramp that are directly west of the
Site. Based on a field investigation of the site, it is apparent that all runoff associated with the
basins west of I-25 does not cross the highway. Weld County Road 24 to the south also
effectively diverts any runoff to the east of the site. Presently, there are no drainage features that
convey offsite runoff onto the project site other than those shown on the attached maps.
The site has been broken down into 5 developed basins designated as developed basin D
through H. (See Sheet 2 from the attached maps for specific basin locations). The developed
basins will drain towards the northern property line and discharge to the north into an existing
Gravel pit, which follows the historic drainage pattern for the project site
C. SUB-BASIN DESCRIPTIONS
r
The offsite areas that are associated with the highway sections have been included in both
the historic and developed basins. Historic Basin C is the Kahn Subdivision area located directly
r"' to the South of the project site. A fmal drainage report for this site was not available at the time
of this report. This site contains approximately 9.7 acres which results in an uncontrolled
developed 100 year runoff of 64 cfs. Because a final controlled release rate has not yet been
determined for this site, a controlled 100 year release rate of 9.7 cfs (1 cfs per acre Urban
Drainage standard) was used for the design of any downstream drainage features. Upon final
design, this release rate will be revised according to the approved Drainage Study for the Kalm
rte-^
Subdivision site.
A curve number of 61 was used for all historic onsite basins. This curve number is
representative of undeveloped land with a moderate to good grass cover. (For complete
information regarding areas, travel paths, travel times, etc., see APPENDIX "A" Historic Onsite
Basins and Sheet 1 of the attached maps)
The five major developed basins have been broken down into 18 sub-basins. A curve
number of 92 was used for the sub-basins in the commercial and industrial areas of the
development. A curve number of 61 was applied for the sub-basins that will be used for parks,
open space, and detention ponds. This curve number is appropriate for open space with a well
r, maintained grass coverage. (For complete information regarding sub-basins areas, travel paths,
travel times, etc., see APPENDIX A Developed Onsite Basins and Sheet 2 of the attached maps).
r
r
P."
Ijh DRAINAGE DESIGN CRITERIA
A. DRAINAGE CRITERIA
Weld County Subdivision Ordinances (latest edition), have been followed for the storm
water management system for Del Camino Junction Business Park .
B. DEVELOPMENT CRITERIA
The storm water management system was developed to minimize any effect the release of
storm water would have on surrounding properties. By detaining all developed flows for the 10
and 100 year design event, the properties to the North of the development will not see an
increased peak runoff rate onto their property.
C. HYDROLOGICAL CRITERIA
The design rainfall events for this project are the 10 year 24 hour and the 100 year 24
hour events. Rainfall depths of 3.2 inches and 5.1 inches have been used for the respective storm
events. A version of SCS Tr-55 has been used to determine all runoff hydrographs for developed
and historic land use conditions. The detention basins have been sized with the storage —
indication method for determining reservoir storage volumes. All input file summaries, output
file summaries, and hydrographs have been included in the appropriate sections of APPENDIX
A.
IV. DRAINAGE FACILITY DESIGN
A. GENERAL CONCEPTS
A system of detention ponds has been proposed to control the storm water runoff from
the Del Camino Junction Business Park. The system will consist of three ponds with the
downstream pond containing a storm water quality pond. Two of the ponds will be built onsite.
The third pond will be built in the CDOT R.O.W. directly adjacent to the site. All developed
w
flows as well as historic offsite flows have been routed through the detention ponds.
Storm water runoff will be conveyed to the detention ponds through a series of open
channels, storm sewers, and sheet flow. Both developed and historic flows from the areas located
south of the Rural irrigation ditch will be conveyed across the ditch and into the proposed
detention ponds.
e
e
The 10 year and 100 year historic release rates from the site are approximately 6 cfs and
45 cfs respectively. The 100 year developed release rate from the site will be approximately 26
cfs which is well below the 100 year historic rate. The 10 year design storm routing has not been
included with this preliminary report because the 100 year storm will obviously control the size
of the detention ponds in this case. The 10 year storm and developed release rates will be
r. included with the Final Drainage Report . The lower than historic release rate for the site can be
attributed to relatively "flat " onsite grades which would require significantly larger drainage
structures to handle the increased flow.
r
All flows will be released from Detention Pond 1 ( see attached Construction plan set for
locations) into a storm sewer outfall system that will convey the flows directly into the Gravel
pit/lake located approximately 600 feet north of the site. Several culverts presently convey the
historic flows across County Road 24/12 and into the gravel pit.
B. SPECIFIC DETAILS
Detention pond 3 is located in the CDOT R.O.W. directly west of the site. This will
require the approval of CDOT and we are currently in the process of obtaining this. This
location presently collects flows from I-25. An existing culvert under the frontage road conveys
r these flows onto the project site. By making certain grading improvements to the area (see
attached construction plans). Detention pond 3 will have 1.6 acre-foot of storage and 1 foot of
freeboard. Detention pond 3 will receive flows from developed basin F and release these flows
r"" at the100 year rate of 27 cfs into an open channel that will convey the flows into detention pond
2.
Detention pond 2 is located in the interior of the project site. It will receive flows from
developed basins E, H and Detention pond 1. Detention pond 2 has 5.0 acre feet of storage with
1.0 foot of freeboard. This detention pond will release flows at the 100 year rate of 30 cfs.
These flows will be conveyed by a series of open channels and culverts into detention pond 1.
Detention pond 1 will provide the storm water quality portion of the storm water
management system for the project site in addition to accepting uncontrolled releases from
developed basins D and G. The storm water quality pond will be 1.4 acre feet of storage that
will release flows into the outfall system at .4 cfs.
Detention pond 1 will have a total storage volume of 6.7 acre-feet with 1 foot of
freeboard storage. The 100 year release rate for this pond is approximately 26 cfs. A 100 year
over flow weir will be constructed to the north of the outlet structure for detention pond 1. This
overflow weir will allow flows that exceed the 100 year storm to flow out of the detention pond.
Certain details regarding storm sewer sizing, culvert sizing, inlet location etc.. have not
been provided with this submittal as it is outside the scope of the preliminary drainage report.
Complete design information regarding all hydrology and hydraulic structures will be provide
with the Final Drainage Report.
r
r V. CONCLUSIONS
This report has been completed in accordance with Weld County Subdivision Ordinance,
October 6, 1987 and current Urban Drainage practices. The drainage improvements will
mitigate all impacts created by increased developed run-off rates. These improvements will also
r mitigate impacts to irrigation systems, and prevent any additional flooding to existing ground
beyond the site and within the site.
r. VI. REFERENCES
,.. 1) Urban Drainage Criteria Manual with latest revisions,
Urban Drainage and Flooding Control District,Vol. 1-3
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DEL CAMINO JUNCTION BUSINESS PARK
te'' VICINITY MAP
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TR-55 Tabular Hydrograph Method
Input Summary
r, Description
DEL CAMINO HISTORIC BASINS - 10 YEAR
Rainfall Distribution Type II
Ia/P Interpolation On
Total Area 63.2782 ac
P.
Peak Time 13.0000 hrs
Peak Flow 9.9943 cfs
p. Given Input Data:
Subarea D/S Subareas Area CN Tc Tt Rainfall
Description (ac) (hrs) (hrs) (in)
P. A 44.6016 61 0.8725 0.2252 3.2000
B A 8.9455 61 1.0674 0.0000 3.2000
C B 9.7311 61 0.7505 0.0886 3.2000
r Support Data:
Subarea Name: A, Row: 1
Sheet Flow
Description
Manning's n 0.0110
.-. Flow Length 300.0000 ft
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0233 ft/ft
Computed Sheet flow time > 0.0565 hrs
Messages:
Info: Time of Concentration rounded to 0.7500 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 1.0000 hrs in row <2>.
Info: Time of Travel rounded to 0.3000 hrs in row <2>.
Info: Time of Concentration rounded to 0.7500 hrs in row <3>.
Shallow Concentrated Flow
Description
Surface Unpaved
Flow Length 2595.9289 ft
Watercourse Slope 0.0030 ft/ft
Velocity 0.8837 fps
n Computed Shallow flow time > 0.8160 hrs
Messages:
Info: Time of Concentration rounded to 0.7500 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 1.0000 hrs in row <2>.
Info: Time of Travel rounded to 0.3000 hrs in row <2>.
Info: Time of Concentration rounded to 0.7500 hrs in row <3>.
:::::::::::::::::::::::::::
W. Total Time of Concentration > 0.8725 hrs
Shallow Concentrated Flow
Description
Surface Unpaved
Flow Length 1220.0303 ft
Watercourse Slope 0.0087 ft/ft
P. velocity 1.5049 fps
Computed Shallow flow time > 0.2252 hrs
Messages:
Info: Time of Concentration rounded to 0.7500 hrs in row <1>.
... Info: Time of Travel rounded to 0.1000 hrs in row <1>.
r
rem
✓ Info: Time of Concentration rounded to 1.0000 hrs in row <2>.
Info: Time of Travel rounded to 0.3000 hrs in row <2>.
Info: Time of Concentration rounded to 0.7500 hrs in row <3>.
********************
Total Time of Travel > 0.2252 hrs
*********************
Subarea Name: B, Row: 2
r
Sheet Flow
Description
Manning's n 0.2400
Flow Length 300.0000 ft
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0117 ft/ft
Computed Sheet flow time > 0.8762 hrs
Messages:
Info: Time of Concentration rounded to 0.7500 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 1.0000 hrs in row <2>.
Info: Time of Travel rounded to 0.3000 hrs in row <2>.
Info: Time of Concentration rounded to 0.7500 hrs in row <3>.
Shallow Concentrated Flow
r
Description
Surface Unpaved
Flow Length 769.4299 ft
✓ Watercourse Slope 0.0048 ft/ft
Velocity 1.1178 fps
Computed Shallow flow time > 0.1912 hrs
Messages:
Info: Time of Concentration rounded to 0.7500 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 1.0000 hrs in row <2>.
Info: Time of Travel rounded to 0.3000 hrs in row <2>.
Info: Time of Concentration rounded to 0.7500 hrs in row <3>.
r
*************************
Total Time of Concentration > 1.0674 hrs
****************************
r
Subarea Name: C, Row: 3
✓ Sheet Flow
Description
Manning's n 0.2400
r, Flow Length 300.0000 ft
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0200 ft/ft
Computed Sheet flow time > 0.7070 hrs
Messages:
!^ Info: Time of Concentration rounded to 0.7500 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 1.0000 hrs in row <2>.
Info: Time of Travel rounded to 0.3000 hrs in row <2>.
r„ Info: Time of Concentration rounded to 0.7500 hrs in row <3>.
Shallow Concentrated Flow
Description
^^ Surface Unpaved
Flow Length 357.3575 ft
--� Watercourse Slope 0.0200 ft/ft
Velocity 2.2818 fps
r
Computed Shallow flow time > 0.0435 hrs
Messages:
Info: Time of Concentration rounded to 0.7500 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
r
Info: Time of Concentration rounded to 1.0000 hrs in row <2>.
Info: Time of Travel rounded to 0.3000 hrs in row <2>.
Info: Time of Concentration rounded to 0.7500 hrs in row <3>.
PM *#*f#ff#f*#**f*************
Total Time of Concentration > 0.7505 hrs
****************f***********
r Shallow Concentrated Flow
Description
Surface Unpaved
Flow Length 300.0071 ft
1" Watercourse Slope 0.0034 ft/ft
Velocity 0.9408 fps
Computed Shallow flow time > 0.0886 hrs
Messages:
Info: Time of Concentration rounded to 0.7500 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 1.0000 hrs in row <2>.
Info: Time of Travel rounded to 0.3000 hrs in row <2>.
Info: Time of Concentration rounded to 0.7500 hrs in row <3>.
r
********************
Total Time of Travel > 0.0886 hrs
f***#********ff*ff**f
,,. Messages:
Info: Time of Concentration rounded to 0.7500 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 1.0000 hrs in row <2>.
Info: Time of Travel rounded to 0.3000 hrs in row <2>.
re‘ Info: Time of Concentration rounded to 0.7500 hrs in row <3>.
r
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Pm.
Om
mm
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f-
TR-55 Tabular Data
A
11.0000 hra 0.0000 cfa
11.3000 hra 0.0000 cfa
•
11.6000 hra 0.0000 cfa
11.9000 bra 0.0000 cfa
12.0000 bra 0.0000 cfa
12.1000 hrs 0.0155 cfa
!•" 12.2000 bra 0.0621 cfa
12.3000 bra 0.3571 cfa
12.4000 bra 1.1791 cfs
12.5000 hra 2.6519 cfa
12.6000 hra 4.5006 cfs
12.7000 hra 6.3015 cfa
12.8000 hrs 7.4060 cfs
13.0000 hrs 7.4797 cfs
13.2000 hrs 6.0528 cfs
13.4000 hrs 4.8130 cfa
13.6000 bra 3.9144 cfa
13.8000 hrs 3.2950 cfa
r 14.0000 bra 2.8615 cfs
14.3000 hra 2.4281 cfa
14.6000 bra 2.0816 cfa
15.0000 bre 1.8092 cfa
15.5000 bra 1.6235 cfa
16.0000 bra 1.4688 cfa
16.5000 hra 1.3451 cfs
17.0000 bra 1.2059 cfa
17.5000 hra 1.1440 cfa
18.0000 hra 1.0821 cfs
19.0000 hra 0.9893 cfa
20.0000 bra 0.8657 cfs
r 22.0000 bra 0.1265 cfs
26.0000 hra 0.0000 cfs
B
11.0000 bra 0.0000 cfa
11.3000 bra 0.0000 cfa
4.14
11.6000 bra 0.0000 cfa
11.9000 hra 0.0000 cfa
12.0000 bra 0.0000 cfa
12.1000 hra 0.0000 cfa
12.2000 bra 0.0031 cfa
rf\ 12.3000 bra 0.0187 cfa
12.4000 hra 0.0653 cfs
12.5000 hra 0.1555 cfa
12.6000 hra 0.2955 cfa
12.1000 hra 0.4913 cfa
12.8000 hra 0.7181 cfa
r 13.0000 hrs 1.1094 cfs
13.2000 hra 1.2643 cfa
13.4000 bra 1.1925 cfa
13.6000 bra 1.0276 cfa
13.8000 bra 0.8691 cfa
14.0000 bra 0.1411 cfa
r 14.3000 bra 0.6019 cfa
14.6000 bra 0.5087 cfa
15.0000 hrs 0.4187 cfa
15.5000 bra 0.3536 cfa
16.0000 bra 0.3163 cfa
16.5000 bra 0.2884 cfs
pn 17.0000 bra 0.2605 cfa
17.5000 bra 0.2419 cfa
18.0000 bra 0.2264 cfa
19.0000 bra 0.2046 cfs
20.0000 bra 0.1029 cfa
22.0000 bra 0.1457 cfa
r- 26.0000 hra 0.0062 cfa
C
11.0000 bra 0.0000 cfs
11.3000 bra 0.0000 cfa
pas 11.6000 bra 0.0000 cfa
11.9000 bra 0.0000 cfa
12.0000 bra 0.0034 cfs
12.1000 bra 0.0203 cfa
12.2000 bra 0.1084 cfa
12.3000 bra 0.3452 cfa
12.4000 hrs 0.7410 cfa
12.5000 hrs 1.2107 cfa
12.6000 hrs 1.5653 cfa
12.7000 hra 1.7374 cfa
12.8000 bra 1.7335 cfs
13.0000 hrs 1.4051 cfa
13.2000 hra 1.1042 cfa
13.4000 hra 0.8879 cfa
13.6000 bra 0.7425 cfa
13.8000 bra 0.6412 cfa
14.0000 bra 0.5669 cfa
14.3000 bra 0.4892 cfa
h'a 14.6000 hra 0.4285 cfa
est
15.0000 bra 0.3118 cfa
^. 15.5000 hra 0.3441 cfa
16.0000 bra 0.3137 cfa
16.5000 hra 0.2834 cfs
f^ 17.0000 hra 0.2563 cfa
17.5000 hra 0.2462 cfa
18.0000 bra 0.2361 cfa
19.0000 hra 0.2125 cfa
20.0000 hra 0.1889 cfa
22.0000 his 0.1585 cfa
26.0000 hra 0.0000 cfs
^
Total Flow Values
11.0000 hra 0.0000 cfa
11.3000 hra 0.0000 cfs
11.6000 hra 0.0000 cfs
11.9000 hra 0.0000 cfs
12.0000 hra 0.0034 cfa
12.1000 hra 0.0359 cfa
12.2000 hrs 0.1736 cfa
12.3000 hrs 0.7211 cfs
12.4000 hra 1.9854 cfa
Pm" 12.5000 hra 4.0181 cfa
12.6000 bra 6.4494 cfa
12.7000 hra 8.5361 cfa
12.8000 hra 9.8576 cfa
13.0000 hra 9.9943 cfs
13.2000 hra 8.4214 cfa
13.4000 hra 6.8933 cfa
13.6000 bra 5.6846 cfs
13.8000 hra 4.8053 cfs
14.0000 hra 4.1701 cfa
14.3000 hra 3.5192 cfa
14.6000 bra 3.0248 cfa
15.0000 hra 2.6057 cfa
15.5000 his 2.3211 cfs
16.0000 hra 2.0988 cfa
16.5000 hra 1.9168 cfa
17.0000 hrs 1.7227 cfa
17.5000 hrs 1.6321 cfa
18.0000 hra 1.5446 cfa
19.0000 bra 1.4064 cfa
20.0000 bra 1.2375 cfs
22.0000 bra 1.0307 cfa
26.0000 hra 0.0062 cfs
aJ1 Peak Time and Flow
13.0000 hrs 9.9943 cfs
owe
A
los
r-
TR-55 Tabular Hydrograph Method
Input Summary
Description
7 DEL CAMINO HISTORIC BASINS - 100 YEAR
Rainfall Distribution Type II
• Ia/P Interpolation On
Total Area 63.2782 ac
Pft
Peak Time 12.8000 hrs
Peak Flow 45.2071 cfs
Given Input Data:
Subarea D/S Subareas Area CN Tc Tt Rainfall
Description (ac) (hrs) (hrs) (in)
r„ A 44.6016 61 0.8725 0.2252 5.1000
e A 8.9455 61 1.0674 0.0000 5.1000
C B 9.7311 61 0.7505 0.0886 5.1000
Support Data:
r
Subarea Name: A, Row: 1
F"' Sheet Flow
Description
Manning's n 0.0110
Flow Length 300.0000 ft
r Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0233 ft/ft
Computed Sheet flow time > 0.0565 hrs
Messages:
rr+, Info: Time of Concentration rounded to 0.7500 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 1.0000 hrs in row <2>.
Info: Time of Travel rounded to 0.3000 hrs in row <2>.
Info: Time of Concentration rounded to 0.7500 hrs in row <3>.
r-
Shallow Concentrated Flow
Description
r- Surface Unpaved
Flow Length 2595.9289 ft
Watercourse Slope 0.0030 ft/ft
Velocity 0.8837 fps
Computed Shallow flow time > 0.8160 hrs
Messages:
Info: Time of Concentration rounded to 0.7500 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 1.0000 hrs in row <2>.
r Info: Time of Travel rounded to 0.3000 hrs in row <2>.
Info: Time of Concentration rounded to 0.7500 hrs in row <3>.
***************************
Total Time of Concentration > 0.8725 hrs
Shallow Concentrated Flow
r^ Description
Surface Unpaved
Flow Length 1220.0303 ft
Watercourse Slope 0.0087 ft/ft
Velocity 1.5049 fps
Computed Shallow flow time > 0.2252 hrs
Messages:
^� Info: Time of Concentration rounded to 0.7500 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
r
r
f_
I" Info: Time of Concentration rounded to 1.0000 hrs in row <2>.
Info: Time of Travel rounded to 0.3000 hrs in row <2>.
Info: Time of Concentration rounded to 0.7500 hrs in row <3>.
Total Time of Travel > 0.2252 hrs
**µ******************
7 Subarea Name: B, Row: 2
Sheet Flow
✓ Description
Manning's n 0.2400
Flow Length 300.0000 ft
Two Yr, 24 hr Rainfall 2.1000 in
✓ Land Slope 0.0117 ft/ft
Computed Sheet flow time > 0.8762 hrs
Messages:
Info: Time of Concentration rounded to 0.7500 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
r-� Info: Time of Concentration rounded to 1.0000 hrs in row <2>.
Info: Time of Travel rounded to 0.3000 hrs in row <2>.
Info: Time of Concentration rounded to 0.7500 hrs in row <3>.
P•14 Shallow Concentrated Flow
Description
Surface Unpaved
Flow Length 769.4299 ft
✓ Watercourse Slope 0.0048 ft/ft
velocity 1.1178 fps
Computed Shallow flow time > 0.1912 hrs
Messages:
Is'"" Info: Time of Concentration rounded to 0.7500 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 1.0000 hrs in row <2>.
Info: Time of Travel rounded to 0.3000 hrs in row <2>.
Info: Time of Concentration rounded to 0.7500 hrs in row <3>.
r
***************************
Total Time of Concentration > 1.0674 hrs
****************************
Subarea Name: C, Row: 3
r Sheet Flow
Description
Manning's n 0.2400
1" Flow Length 300.0000 ft
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0200 ft/ft
Computed Sheet flow time > 0.7070 hrs
r Messages:
Info: Time of Concentration rounded to 0.7500 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 1.0000 hrs in row <2>.
Info: Time of Travel rounded to 0.3000 hrs in row <2>.
r^ Info: Time of Concentration rounded to 0.7500 hrs in row <3>.
Shallow Concentrated Flow
Description
Surface Unpaved
Flow Length 357.3575 ft
watercourse Slope 0.0200 ft/ft
velocity 2.2818 fps
P.
P.
.-
Computed Shallow flow time > 0.0435 hrs
Messages:
Info: Time of Concentration rounded to 0.7500 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
•'m Info: Time of Concentration rounded to 1.0000 hrs in row <2>.
Info: Time of Travel rounded to 0.3000 hrs in row <2>.
Info: Time of Concentration rounded to 0.7500 hrs in row <3>.
***************************
pm
Total Time of Concentration > 0.7505 hrs
****************************
Shallow Concentrated Flow
r
Description
Surface Unpaved
Flow Length 300.0071 ft
r- Watercourse Slope 0.0034 ft/ft
Velocity 0.9408 fps
Computed Shallow flow time > 0.0886 hrs
Messages:
Info: Time of Concentration rounded to 0.7500 hrs in row <1>.
r, Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 1.0000 hrs in row <2>.
Info: Time of Travel rounded to 0.3000 hrs in row <2>.
Info: Time of Concentration rounded to 0.7500 hrs in row <3>.
r^
********************
Total Time of Travel > 0.0886 hrs
*********************
Messages:
✓me
Info: Time of Concentration rounded to 0.7500 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 1.0000 hrs in row <2>.
Info: Time of Travel rounded to 0.3000 hrs in row <2>.
.�� Info: Time of Concentration rounded to 0.7500 hrs in row <3>.
om
r
re,
PS
e•
P
r
r
"IN TR-55 Tabular Data
A
11.0000 bra 0.3191 cfs
11.3000 bre 0.4173 cfs
11.6000 hrs 0.5646 cfs
11.9000 bra 0.8346 cfs
12.0000 hra 1.0309 cfs
12.1000 bra 1.5233 cfs
12.2000 hrs 2.6813 cfs
12.3000 hrs 5.6282 cfs
12.4000 bra 11.0166 cfa
12.5000 bra 18.5578 cfs
12.6000 bra 26.4382 cfs
12.7000 hra 31.8641 cfs
12.8000 hrs 34.0530 cfs
13.0000 hrs 29.5972 cfs
13.2000 hra 21.8063 cfs
13.4000 hra 16.0771 cfs
13.6000 hrs 12.2899 cfs
13.8000 hrs 9.8975 cfs
14.0000 hra 8.2775 cfs
14.3000 hi" 6.7326 cfs
14.6000 bra 5.6107 cfs
15.0000 hrs 4.7878 cfs
15.5000 hra 4.2146 cfs
16.0000 bra 3.7655 cfs
16.5000 hrs 3.3916 cfs
17.0000 hra 3.0176 cfs
17.5000 hra 2.8429 cfs
18.0000 bre 2.6437 cfa
19.0000 bra 2.3693 cfa
20.0000 bra 2.0950 cfs
22.0000 bra 1.7211 cfs
^
26.0000 hra 0.0000 cfs
8
11.0000 hra 0.0443 cfs
11^^ 11.3000 hra 0.0591 cfa
11.6000 hra 0.0788 cfs
11.9000 hra 0.1083 cfs
12.0000 hra 0.1182 cfs
12.1000 hrs 0.1378 cfs
12.2000 bra 0.1874 cfs
^�. 12.3000 hra 0.3267 cfs
12.4000 bra 0.6157 cfs
12.5000 bra 1.1343 cfs
12.6000 hra 1.8777 cfs
12.7000 hra 2.8162 cfs
12.0000 hra 3.8051 cfs
^ 13.0000 bra 5.2945 cia
13.2000 hrs 5.5015 cfs
13.4000 Ara 4.7741 cfs
13.6000 hrs 3.8263 cfs
13.8000 bra 3.0227 cfs
14.0000 hrs 2.4386 cfs
^ 14.3000 bre 1.8444 cfs
14.6000 hra 1.4748 cfs
15.0000 hra 1.1601 cfs
15.5000 bra 0.9452 cfs
16.0000 hrs 0.8152 cfs
16.5000 hrs 0.7352 cfs
^ 17.0000 his 0.6602 cfs
17.5000 bra 0.6052 cfs
18.0000 hra 0.5653 cfs
19.0000 bra 0,4952 cfs
20.0000 hra 0.4402 cfs
22.0000 hra 0.3452 cfs
r" 26.0000 hra 0.0200 cfs
c
11.0000 bra 0.0696 cfs
11.3000 bra 0.0964 cfs
^ 11.6000 hra 0.1285 cfs
11.9000 hrs 0.1928 cfs
12.0000 bra 0.2627 cfs
12.1000 hra 0.4625 cfs
12.2000 bra 1.1073 cfs
12.3000 hra 2.4477 cfs
12.4000 hra 4.4247 cfs
12.5000 hra 6.3923 cfs
12.6000 bra 7.6108 cfs
12.7000 hra 7.8962 cfs
12.8000 hra 7.3490 cfs
13.0000 his 5.3792 cfs
an 13.2000 his 3.8660 cfs
13.4000 hra 2.9192 cfs
13.6000 bra 2.2999 cfs
�\ 13.8000 bra 1.9033 cfs
14.0000 hrs 1.6207 cfs
14.3000 bra 1.3435 cfs
^
I
14.6000 hrs 1.1533 cfa
15.0000 hra 0.9901 cfa
15.5000 hrs 0.8868 cfa
16.0000 bra 0.7998 cfs
16.5000 hrs 0.7182 cfa
r 17.0000 hrs 0.6420 cfs
17.5000 hrs 0.6149 cfs
18.0000 hrs 0.5768 cfs
19.0000 hrs 0.5169 cfa
20.0000 hrs 0.4571 cfs
22.0000 hrs 0.3755 cfs
26.0000 hrs 0.0000 cfa
Total Flow Values
11.0000 hrs 0.4330 cfa
11.3000 hrs 0.5728 cfs
11.6000 hrs 0.7719 cfs
11.9000 hrs 1.1357 cfs
12.0000 hrs 1.4118 cfs
12.1000 hrs 2.1236 cfs
12.2000 hrs 3.9759 cfa
12.3000 hrs 8.4025 cfa
12.4000 hrs 16.0570 cfs
12.5000 hrs 26.0844 cfa
12.6000 hrs 35.9267 cfs
12.7000 hrs 42.5765 cfs
12.8000 hrs 45.2071 cfs
13.0000 hrs 40.2709 cfa
13.2000 hrs 31.1938 cfa
r 13.4000 hrs 23.7704 cfa
13.6000 hrs 18.4161 cfa
13.8000 hrs 14.8235 cfa
14.0000 hrs 12.3368 cfs
14.3000 hrs 9.9205 cfa
14.6000 hrs 8.2388 cfa
/'r 15.0000 hrs 6.9379 cfa
15.5000 hrs 6.0465 cfa
16.0000 hrs 5.3805 cfs
16.5000 hrs 4.8450 cfs
17.0000 hrs 4.3199 cfa
17.5000 hrs 4.0630 cfa
18.0000 hrs 3.7857 cfa
res
19.0000 hrs 3.3815 cfs
20.0000 hrs 2.9923 cfs
22.0000 hrs 2.4417 cfs
26.0000 hrs 0.0200 cfa
^/1 Peak Time and Flow
12.8000 hrs 45.2071 cfs
r
P."4
►^
Foie
.1
4a±.
A^
,.� TR-55 Tabular Hydrograph Method
Input Summary
Description
►'� DEVELOPED BASIN D - 10 YEAR
Rainfall Distribution Type II
Ia/P Interpolation On
Total Area 28.8182 ac
Peak Time 12.1000 hrs
Peak Flow 50.8331 cfs
Given Input Data:
r
Subarea D/S Subareas Area CN Tc Tt Rainfall
Description (ac) (hrs) (hrs) (in)
D1 4.5313 61 1.5757 0.0394 3.2000
D2 D1 4.9000 92 0.0802 0.0328 3.2000
D3 D2,D1 2.5495 92 0.0716 0.0000 3.2000
D4 D1 10.8504 92 0.5498 0.1072 3.2000
D5 D4 2.5503 92 0.0879 0.0189 3.2000
D6 D5 3.4367 92 0.1309 0.0000 3.2000
Support Data:
Subarea Name: D1, Row: 1
Sheet Flow
r' Description
Manning's n 0.2400
Flow Length 300.0000 ft
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0030 ft/ft
Computed Sheet flow time > 1.5101 hrs
Messages:
Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
^ Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
p., Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
Shallow Concentrated Flow
Description
Surface Unpaved
Flow Length 659.5382 ft
Watercourse Slope 0.0300 ft/ft
velocity 2.7946 fps
^ Computed Shallow flow time > 0.0656 hrs
Messages:
Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
�. Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
Total Time of Concentration > 1.5757 hrs
w. *+******************+*******
Shallow Concentrated Flow
Description
Surface Unpaved
Flow Length 125.2298 ft
Watercourse Slope 0.0030 ft/ft
Velocity 0.8837 fps
P. Computed Shallow flow time > 0.0394 hrs
Messages:
Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
l'''` Info: Time of Travel rounded to 0.0000 hrs in row <6>.
Total Time of Travel > 0.0394 hrs
P.
Subarea Name: D2, Row: 2
../` Sheet Flow
Description
Manning's n 0.0110
Flow Length 300.0000 ft
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0200 ft/ft
Computed Sheet flow time > 0.0600 hrs
Messages:
P. Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
r. Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
Shallow Concentrated Flow
P.
Description
Surface Paved
Flow Length 209.5026 ft
Watercourse Slope 0.0200 ft/ft
Velocity 2.8748 fps
Computed Shallow flow time > 0.0202 hrs
Messages:
Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Rm.
P.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
..., Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
^ Info: Time of Travel rounded to 0.1000 his in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
***************************
Po.
Total Time of Concentration > 0.0802 hrs
****************************
Shallow Concentrated Flow
Description
Surface Paved
Flow Length 339.7880 ft
Watercourse Slope 0.0200 ft/ft
Velocity 2.8748 fps
Computed Shallow flow time > 0.0328 hrs
Messages:
Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
Info: Time of Travel rounded to 0.1000 hrs in row <5>.
^ Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
********************
Total Time of Travel > 0.0328 hrs
*********************
Subarea Name: D3, Row: 3
Sheet Flow
Description
i." Manning's n 0.0130
Flow Length 300.0000 ft
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0180 ft/ft
Computed Sheet flow time > 0.0716 hrs
^ Messages:
Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
,.� Info: Time of Travel rounded to 0.0000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
r
***************************
Total Time of Concentration > 0.0716 hrs
****************************
Subarea Name: D4, Row: 4
r
P.
-a
Sheet Flow
Description
Manning's n 0.0300
P. Flow Length 300.0000 ft
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0030 ft/ft
Computed Sheet flow time > 0.2861 hrs
Messages:
r,
Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
�►' Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
r„ Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
Shallow Concentrated Flow
Description
Surface Unpaved
8., Flow Length 838.8316 ft
Watercourse Slope 0.0030 ft/ft
Velocity 0.8837 fps
Computed Shallow flow time > 0.2637 hrs
Messages:
Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
************************:**
r•
Total Time of Concentration > 0.5498 hrs
****************************
Channel Flow
Description
Flow Area 28.0000 ft2
Wetted Perimeter 247.0000 in
P. Flow Length 1285.7162 ft
Channel Slope 0.0030 ft/ft
Manning's n 0.0300
Hydraulic radius 16.3239 in
velocity 3.3308 fps
Computed Channel flow time > 0.1072 hrs
Messages:
Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
r.. Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
r+
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
~. ********************
Total Time of Travel > 0.1072 hrs
Subarea Name: D5, Row: 5
Sheet Flow
Description
Manning's n 0.0130
"^ Flow Length 300.0000 ft
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0200 ft/ft
Computed Sheet flow time > 0.0686 hrs
Messages:
Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
^ Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
Shallow Concentrated Flow
Description
Surface Paved
Flow Length 200.0000 ft
Watercourse Slope 0.0200 ft/ft
Velocity 2.8748 fps
Computed Shallow flow time > 0.0193 hrs
Messages:
Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
,.. Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
***************************
Total Time of Concentration > 0.0879 hrs
****************************
Channel Flow
Description
Flow Area 28.0000 ft2
Wetted Perimeter 247.0000 in
�... Flow Length 226.6301 ft
Channel Slope 0.0030 ft/ft
Manning's n 0.0300
Hydraulic radius 16.3239 in
Velocity 3.3308 fps
Computed Channel flow time > 0.0189 hrs
Messages:
Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
r
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
.., Info: Time of Travel rounded to 0.0000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
.� Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
Info: Time of Travel rounded to 0.1000 hrs in row <5>.
P. Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
::::::::::::::::::::
Total Time of Travel > 0.0189 hrs
^ :x:::::::::::::::e•::
Subarea Name: D6, Row: 6
Sheet Flow
Description
Manning's n 0.0130
Flow Length 300.0000 ft
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0200 ft/ft
Computed Sheet flow time > 0.0686 hrs
Messages:
Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
^ Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
^ Shallow Concentrated Flow
Description
Surface Paved
Flow Length 644.8928 ft
Watercourse Slope 0.0200 ft/ft
Velocity 2.8748 fps
Computed Shallow flow time > 0.0623 hrs
Messages:
^ Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
,^ Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
^ Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
***************************
1^
Total Time of Concentration > 0.1309 hrs
*****************::::f::::::
Messages:
^ Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
P.
Pm
!' Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
r. Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
✓m
r
Pm
Om
mom
r—
Pm
Om
P m
pom
Pim
P m
'` TR-55 Tabular Data
.- D1
11.0000 hrs 0.0000 cfs
11.3000 hrs 0.0000 cfs
11.6000 hrs 0.0000 cfs
11. 9000 hrs 0.0000 cfs
12.0000 hrs 0.0000 cfs
12.1000 hrs 0.0000 cfs
r• 12.2000 hrs 0.0016 cfs
12.3000 hrs 0.0094 cfs
12.4000 hrs 0.0283 cfs
12.5000 hrs 0.0582 cfs
r' 12.6000 hrs 0. 1023 cfs
12.7000 hrs 0.1621 cfs
12.8000 hrs 0.2329 cfs
13.0000 hrs 0.3792 cfs
13.2000 hrs 0.4846 cfs
13.4000 hrs 0.5413 cfs
13.6000 hrs 0.5207 cfs
13.8000 hrs 0.4734 cfs
14 .0000 hrs 0.4167 cfs
14 .3000 hrs 0.3490 cfs
14. 6000 hrs 0.2971 cfs
r- 15.0000 hrs 0.2452 cfs
15. 5000 hrs 0.2011 cfs
16.0000 hrs 0. 1744 cfs
16.5000 hrs 0. 1555 cfs
17.0000 hrs 0.1382 cfs
17.5000 hrs 0.1272 cfs
18.0000 hrs 0. 1178 cfs
'- 19.0000 hrs 0. 1052 cfs
20.0000 hrs 0.0942 cfs
22.0000 hrs 0.0770 cfs
26.0000 hrs 0.0110 cfs
D2
11.0000 hrs 0.4319 cfs
11.3000 hrs 0.6119 cfs
11.6000 hrs 0.9538 cfs
11.9000 hrs 6.0110 cfs
12.0000 hrs 11. 6440 cfs
12.1000 hrs 18. 1769 cfs
12.2000 hrs 11.3021 cfs
-- 12.3000 hrs 3.9053 cfs
12.4000 hrs 2.6456 cfs
12.5000 hrs 2.2136 cfs
12.6000 hrs 1.8717 cfs
^ 12.7000 hrs 1.5477 cfs
12.8000 hrs 1.3676 cfs
13.0000 hrs 1.1878 cfs
,.. 13.2000 hrs 1.0258 cfs
13.4000 hrs 0. 9178 cfs
13.6000 hrs 0.8279 cfs
13.8000 hrs 0.7559 cfs
14 .0000 hrs 0. 6839 cfs
14.3000 hrs 0. 6119 cfs
14.6000 hrs 0.5759 cfs
�- 15.0000 hrs 0.5219 cfs
15.5000 hrs 0.4679 cfs
16.0000 hrs 0.4139 cfs
16.5000 hrs 0.3779 cfs
r 17.0000 hrs 0.3599 cfs
17.5000 hrs 0.3419 cfs
18.0000 hrs 0.3239 cfs
M., 19.0000 hrs 0.2700 cfs
20.0000 hrs 0.2340 cfs
22.0000 hrs 0.2160 cfs
26.0000 hrs 0.0000 cfs
r
D3
r, 11.0000 hrs 0.2247 cfs
11.3000 hrs 0.3184 cfs
11.6000 hrs 0.4963 cfs
11.9000 hrs 3. 1275 cfs
r 12.0000 hrs 6.0584 cfs
12.1000 hrs 9.4574 cfs
12.2000 hrs 5.8805 cfs
12.3000 hrs 2.0319 cfs
r 12.4000 hrs 1.3765 cfs
12.5000 hrs 1.1517 cfs
12.6000 hrs 0. 9738 cfs
r- 12.7000 hrs 0.8053 cfs
12.8000 hrs 0.7116 cfs
13.0000 hrs 0.6180 cfs
13.2000 hrs 0.5337 cfs
✓ 13.4000 hrs 0.4776 cfs
13. 6000 hrs 0.4307 cfs
13.8000 hrs 0.3933 cfs
14.0000 hrs 0.3558 cfs
14 .3000 hrs 0.3184 cfs
14. 6000 hrs 0.2996 cfs
15.0000 hrs 0.2715 cfs
✓ 15.5000 hrs 0.2435 cfs
16.0000 hrs 0.2154 cfs
16.5000 hrs 0.1966 cfs
r, 17.0000 hrs 0.1873 cfs
17.5000 hrs 0.1779 cfs
18.0000 hrs 0.1685 cfs
19.0000 hrs 0.1405 cfs
20.0000 hrs 0. 1217 cfs
22.0000 hrs 0.1124 cfs
26.0000 hrs 0.0000 cfs
r
D4
11.0000 hrs 0. 6376 cfs
✓ 11.3000 hrs 0.8767 cfs
11.6000 hrs 1. 1956 cfs
11.9000 hrs 2.0324 cfs
12.0000 hrs 3. 1882 cfs
r
17.0000 hrs 0.1873 cfs
17.5000 hrs 0. 1780 cfs
r
r 12.1000 hrs 5.5793 cfs
12.2000 hrs 10.0427 cfs
12.3000 hrs 15.7415 cfs
12.4000 hrs 19.2883 cfs
12.5000 hrs 19.8861 cfs
12. 6000 hrs 17.2957 cfs
12.7000 hrs 13.6692 cfs
r 12.8000 hrs 10.5608 cfs
13.0000 hrs 6.4560 cfs
13.2000 hrs 4.3040 cfs
r, 13.4000 hrs 3.1882 cfs
13.6000 hrs 2.5904 cfs
13.8000 hrs 2. 1919 cfs
14 .0000 hrs 1. 9527 cfs
14 .3000 hrs 1. 6738 cfs
14 . 6000 hrs 1.4347 cfs
15.0000 hrs 1.3151 cfs
15.5000 hrs 1. 1557 cfs
16.0000 hrs 1.0362 cfs
16.5000 hrs 0. 9166 cfs
17.0000 hrs 0.8369 cfs
�- 17.5000 hrs 0.7970 cfs
18.0000 hrs 0.7572 cfs
19.0000 hrs 0.6376 cfs
20.0000 hrs 0.5579 cfs
22.0000 hrs 0.4782 cfs
26.0000 hrs 0.0000 cfs
D5
11.0000 hrs 0. 1967 cfs
11.3000 hrs 0.2716 cfs
11. 6000 hrs 0.4028 cfs
11. 9000 hrs 1.2552 cfs
12.0000 hrs 2.5010 cfs
12.1000 hrs 4.8708 cfs
12.2000 hrs 7.9338 cfs
12.3000 hrs 6.5663 cfs
12.4000 hrs 3.5407 cfs
12.5000 hrs 2.0982 cfs
12.6000 hrs 1.4706 cfs
12.7000 hrs 1.1428 cfs
12.8000 hrs 0.9180 cfs
^ 13.0000 hrs 0.7025 cfs
13.2000 hrs 0.5995 cfs
13.4000 hrs 0.5246 cfs
13.6000 hrs 0.4683 cfs
13.8000 hrs 0.4215 cfs
14.0000 hrs 0.3840 cfs
14.3000 hrs 0.3372 cfs
14.6000 hrs 0.3091 cfs
15.0000 hrs 0.2810 cfs
15.5000 hrs 0.2529 cfs
.,� 16.0000 hrs 0.2248 cfs
16.5000 hrs 0.1967 cfs
17.0000 hrs 0.1873 cfs
17.5000 hrs 0.1780 cfs
r 18.0000 hrs 0.1686 cfs
19.0000 hrs 0.1499 cfs
20.0000 hrs 0.1218 cfs
22.0000 hrs 0. 1124 cfs
26.0000 hrs 0.0000 cfs
D6
11.0000 hrs 0.3029 cfs
11.3000 hrs 0.4292 cfs
11.6000 hrs 0. 6690 cfs
11.9000 hrs 4.2159 cfs
12.0000 hrs 8.1667 cfs
12.1000 hrs 12.7486 cfs
12.2000 hrs 7.9269 cfs
12.3000 hrs 2. 7391 cfs
12.4000 hrs 1.8555 cfs
12.5000 hrs 1. 5526 cfs
12.6000 hrs 1.3127 cfs
12.7000 hrs 1.0855 cfs
12.8000 hrs 0. 9593 cfs
13.0000 hrs 0.8331 cfs
13.2000 hrs 0.7195 cfs
13.4000 hrs 0. 6437 cfs
13.6000 hrs 0.5806 cfs
13.8000 hrs 0.5301 cfs
14 .0000 hrs 0.4797 cfs
14 .3000 hrs 0.4292 cfs
14 . 6000 hrs 0. 4039 cfs
15.0000 hrs 0.3660 cfs
15.5000 hrs 0.3282 cfs
16.0000 hrs 0.2903 cfs
11-1 16.5000 hrs 0.2651 cfs
17.0000 hrs 0.2524 cfs
17.5000 hrs 0.2398 cfs
18.0000 hrs 0.2272 cfs
19.0000 hrs 0. 1893 cfs
20.0000 hrs 0. 1641 cfs
22.0000 hrs 0. 1515 cfs
.- 26.0000 hrs 0.0000 cfs
Total Flow Values
11.0000 hrs 1.7939 cfs
11.3000 hrs 2.5078 cfs
11. 6000 hrs 3.7174 cfs
11. 9000 hrs 16.6420 cfs
12.0000 hrs 31.5582 cfs
12. 1000 hrs 50.8331 cfs
12.2000 hrs 43.0875 cfs
12.3000 hrs 30.9936 cfs
12.4000 hrs 28.7349 cfs
12.5000 hrs 26.9605 cfs
12.6000 hrs 23.0269 cfs
r , 12.7000 hrs 18.4126 cfs
12.8000 hrs 14 .7503 cfs
13.0000 hrs 10.1767 cfs
13.2000 hrs 7. 6672 cfs
r
r
13.4000 hrs 6.2931 cfs
13. 6000 hrs 5.4186 cfs
13.8000 hrs 4 .7661 cfs
14 .0000 hrs 4 .2729 cfs
14.3000 hrs 3.7194 cfs
14.6000 hrs 3.3203 cfs
15.0000 hrs 3.0008 cfs
15.5000 hrs 2.6493 cfs
16.0000 hrs 2. 3550 cfs
16.5000 hrs 2. 1085 cfs
17.0000 hrs 1. 9621 cfs
17.5000 hrs 1.8619 cfs
18.0000 hrs 1.7633 cfs
19.0000 hrs 1.4925 cfs
20.0000 hrs 1.2937 cfs
22.0000 hrs 1. 1474 cfs
26.0000 hrs 0.0110 cfs
Peak Time and Flow
12.1000 hrs 50.8331 cfs
r
F
F-
r
TR-55 Tabular Hydrograph Method
Input Summary
Description
r^ DEVELOPED BASIN D - 100 YEAR
Rainfall Distribution Type II
Ia/P Interpolation On
Total Area 28.8182 ac
Peak Time 12.1000 hrs
Peak Flow 90.6026 cfs
Given Input Data:
r"
Subarea D/S Subareas Area CN Tc Tt Rainfall
Description (ac) (hrs) (hrs) (in)
1.1". D1 4.5313 61 1.5757 0.0394 5.1000
D2 D1 4.9000 92 0.0802 0.0328 5.1000
D3 D2,D1 2.5495 92 0.0716 0.0000 5.1000
D4 D1 10.8504 92 0.5498 0.1072 5.1000
D5 D4 2.5503 92 0.0879 0.0189 5.1000
!� D6 D5 3.4367 92 0.1309 0.0000 5.1000
Support Data:
r Subarea Name: D1, Row: 1
Sheet Flow
Description
Manning's n 0.2400
Flow Length 300.0000 ft
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0030 ft/ft
Computed Sheet flow time > 1.5101 hrs
Messages:
Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
P^ Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
r.. Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
Shallow Concentrated Flow
�.. Description
Surface Unpaved
Flow Length 659.5382 ft
Watercourse Slope 0.0300 ft/ft
Velocity 2.7946 fps
Computed Shallow flow time > 0.0656 hrs
Messages:
Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
.. Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
r
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
***************************
Total Time of Concentration > 1.5757 hrs
r ****************************
Shallow Concentrated Flow
r,, Description
Surface Unpaved
Flow Length 125.2298 ft
Watercourse Slope 0.0030 ft/ft
Velocity 0.8837 fps
r- Computed Shallow flow time > 0.0394 hrs
Messages:
Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
r.. Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
r' Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
0^ Info: Time of Travel rounded to 0.0000 hrs in row <6>.
********************
Total Time of Travel > 0.0394 hrs
*****************Mitt
Subarea Name: D2, Row: 2
Sheet Flow
Description
Manning's n 0.0110
Flow Length 300.0000 ft
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0200 ft/ft
Computed Sheet flow time > 0.0600 hrs
Messages:
r.. Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
r" Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
r- Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
Shallow Concentrated Flow
00
Description
Surface Paved
Flow Length 209.5026 ft
- Watercourse Slope 0.0200 ft/ft
Velocity 2.8748 fps
Computed Shallow flow time > 0.0202 hrs
Messages:
Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
r- Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
P"
r
r-. Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
�.. Info: Time of Travel rounded to 0.1000 Ars in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
***************************
Total Time of Concentration > 0.0802 hrs
*************µ**************
Shallow Concentrated Flow
r
Description
Surface Paved
Flow Length 339.7880 ft
Watercourse Slope 0.0200 ft/ft
Velocity 2.8748 fps
Computed Shallow flow time > 0.0328 hrs
Messages:
Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
r- Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
r Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
********************
�.. Total Time of Travel > 0.0328 hrs
**µ**************µ***
Subarea Name: D3, Row: 3
r
Sheet Flow
Description
Manning's n 0.0130
Flow Length 300.0000 ft
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0180 ft/ft
Computed Sheet flow time > 0.0716 hrs
r Messages:
Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
r, Info: Time of Travel rounded to 0.0000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
Total Time of Concentration > 0.0716 hrs
****************************
Subarea Name: D4, Row: 4
r•
r-
'" Sheet Flow
Description
Manning's n 0.0300
r Flow Length 300.0000 ft
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0030 ft/ft
Computed Sheet flow time > 0.,2861 hrs
Messages:
r Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
P' Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
r Shallow Concentrated Flow
Description
Surface Unpaved
Flow Length 838.8316 ft
Watercourse Slope 0.0030 ft/ft
Velocity 0.8837 fps
Computed Shallow flow time > 0.2637 hrs
Messages:
r Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
r Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
***************************
r Total Time of Concentration > 0.5498 hrs
****************************
Channel Flow
Description
Flow Area 28.0000 ft2
Wetted Perimeter 247.0000 in
r Flow Length 1285.7162 ft
Channel Slope 0.0030 ft/ft
Manning's n 0.0300
Hydraulic radius 16.3239 in
Velocity 3.3308 fps
Computed Channel flow time > 0.1072 hrs
Messages:
Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
P." Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs. in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
r
OP" Info: Time of Travel rounded to 0.0000 hrs in row <6>.
Total Time of Travel > 0.1072 hrs
Subarea Name: 05, Row: 5
r^ Sheet Flow
Description
Manning's n 0.0130
r^ Flow Length 300.0000 ft
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0200 ft/ft
Computed Sheet flow time > 0.0686 hrs
Messages:
P."
Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
P's Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
r• Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
r` Shallow Concentrated Flow
Description
Surface Paved
Flow Length 200.0000 ft
Watercourse Slope 0.0200 ft/ft
Velocity 2.8748 fps
Computed Shallow flow time > 0.0193 hrs
Messages:
r' Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
P". Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
►w Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
rA
Total Time of Concentration > 0.0879 hrs
Channel Flow
Description
Flow Area 28.0000 ft2
Wetted Perimeter 247.0000 in
r. Flow Length 226.6301 ft
Channel Slope 0.0030 ft/ft
Manning's n 0.0300
Hydraulic radius 16.3239 in
Velocity 3.3308 fps
^ Computed Channel flow time > 0.0189 hrs
Messages:
"1 Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
r-
r-
P- Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
r- Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
Info: Time of Travel rounded to 0.1000 hrs in row <5>.
r Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
Total Time of Travel > 0.0189 hrs
r^ *********************
Subarea Name: D6, Row: 6
Sheet Flow
Description
Manning's n 0.0130
^ Flow Length 300.0000 ft
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0200 ft/ft
Computed Sheet flow time > 0.0686 hrs
r Messages:
Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
r Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
"/",. Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
r- Shallow Concentrated Flow
Description
Surface Paved
Flow Length 644.8928 ft
Watercourse Slope 0.0200 ft/ft
Velocity 2.8748 fps
Computed Shallow flow time > 0.0623 hrs
Messages:
^ Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
F'• Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
***************************
Total Time of Concentration > 0.1309 hrs
****************************
Messages:
r, Info: Time of Concentration rounded to 1.5000 hrs in row <1>.
Info: Time of Travel rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
r
r
r Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Info: Time of Concentration rounded to 0.5000 hrs in row <4>.
Info: Time of Travel rounded to 0.1000 hrs in row <4>.
.-. Info: Time of Concentration rounded to 0.1000 hrs in row <5>.
Info: Time of Travel rounded to 0.1000 hrs in row <5>.
Info: Time of Concentration rounded to 0.1000 hrs in row <6>.
Info: Time of Travel rounded to 0.0000 hrs in row <6>.
r
r
r-
""
P.00-\
r
r
P"
rum
r
r
r
Pm
Pm
TR-55 Tabular Data
D1
11.0000 hrs 0.0199 cfs
11.3000 hrs 0.0249 cfs
11.6000 hrs 0.0324 cfs
11.9000 hrs 0.0449 cfs
12.0000 hrs 0.0499 cfs
r 12.1000 hrs 0.0574 cfs
12.2000 hrs 0.0775 cfs
12.3000 hrs 0.1228 cfs
12.4000 hrs 0.2187 cfs
Pm 12.5000 hrs 0.3702 cfs
12.6000 hrs 0.5724 cfs
12.7000 hrs 0.8454 cfs
12.8000 hrs 1.1538 cfs
13.0000 hrs 1.7611 cfs
Pm 13.2000 hrs 2.1711 cfs
13.4000 hrs 2.3038 cfs
13.6000 hrs 2.1120 cfs
13.8000 hrs 1.8240 cfs
14.0000 hrs 1.5283 cfs
14.3000 hrs 1.1971 cfs
14.6000 hrs 0.9620 cfs
15.0000 hrs 0.7444 cfs
15.5000 hrs 0.5724 cfs
r 16.0000 hrs 0.4736 cfs
16.5000 hrs 0.4129 cfs
17.0000 hrs 0.3547 cfs
17.5000 hrs 0.3243 cfs
18.0000 hrs 0.2965 cfs
19.0000 hrs 0.2610 cfs
20.0000 hrs 0.2306 cfs
22.0000 hrs 0.1850 cfs
r-e1. 26.0000 hrs 0.0279 cfs
D2
11.0000 hrs 0.7694 cfs
P"" 11.3000 hrs 1.0899 cfs
11.6000 hrs 1.6990 cfs
11.9000 hrs 10.7069 cfs
12.0000 hrs 20.7406 cfs
12.1000 hrs 32.3772 cfs
12.2000 hrs 20.1316 cfs
12.3000 hrs 6.9563 cfs
12.4000 hrs 4.7123 cfs
12.5000 hrs 3.9430 cfs
Pm 12.6000 hrs 3.3339 cfs
12.7000 hrs 2.7569 cfs
12.8000 hrs 2.4363 cfs
13.0000 hrs 2.1157 cfs
13.2000 hrs 1.8272 cfs
r. 13.4000 hrs 1.6349 cfs
13.6000 hrs 1.4746 cfs
13.8000 hrs 1.3464 cfs
14.0000 hrs 1.2182 cfs
Pm 14.3000 hrs 1.0899 cfs
14.6000 hrs 1.0258 cfs
15.0000 hrs 0.9296 cfs
15.5000 hrs 0.8335 cfs
16.0000 hrs 0.7373 cfs
16.5000 hrs 0.6732 cfs
17.0000 hrs 0.6411 cfs
17.5000 hrs 0.6091 cfs
18.0000 hrs 0.5770 cfs
19.0000 hrs 0.4808 cfs
20.0000 hrs 0.4167 cfs
22.0000 hrs 0.3847 cfs
26.0000 hrs 0.0000 cfs
rm
r
y D3
11.0000 hrs 0.4003 cfs
�.. 11.3000 hrs 0.5671 cfs
11.6000 hrs 0.8840 cfs
11.9000 hrs 5.5708 cfs
12.0000 hrs 10.7913 cfs
12.1000 hrs 16.8458 cfs
r 12.2000 hrs 10.4744 cfs
12.3000 hrs 3.6194 cfs
12.4000 hrs 2.4518 cfs
12.5000 hrs 2.0515 cfs
12.6000 hrs 1.7346 cfs
12.7000 hrs 1.4344 cfs
12.8000 hrs 1.2676 cfs
13.0000 hrs 1.1008 cfs
13.2000 hrs 0.9507 cfs
r- 13.4000 hrs 0.8506 cfs
13.6000 hrs 0.7672 cfs
13.8000 hrs 0.7005 cfs
14.0000 hrs 0.6338 cfs
r• 14.3000 hrs 0.5671 cfs
14.6000 hrs 0.5337 cfs
15.0000 hrs 0.4837 cfs
15.5000 hrs 0.4337 cfs
16.0000 hrs 0.3836 cfs
P^ 16.5000 hrs 0.3503 cfs
17.0000 hrs 0.3336 cfs
17.5000 hrs 0.3169 cfs
18.0000 hrs 0.3002 cfs
r. 19.0000 hrs 0.2502 cfs
20.0000 hrs 0.2168 cfs
22.0000 hrs 0.2001 cfs
26.0000 hrs 0.0000 cfs
D4
11.0000 hrs 1.1358 cfs
11.3000 hrs 1.5617 cfs
r• 11.6000 hrs 2.1296 cfs
11.9000 hrs 3.6203 cfs
12.0000 hrs 5.6788 cfs
12.1000 hrs 9.9379 cfs
12.2000 hrs 17.8883 cfs
12.3000 hrs 28.0392 cfs
12.4000 hrs 34.3569 cfs
12.5000 hrs 35.4217 cfs
12.6000 hrs 30.8076 cfs
r 12.7000 hrs 24.3480 cfs
12.8000 hrs 18.8111 cfs
13.0000 hrs 11.4996 cfs
13.2000 hrs 7.6664 cfs
13.4000 hrs 5.6788 cfs
13.6000 hrs 4.6140 cfs
13.8000 hrs 3.9042 cfs
14.0000 hrs 3.4783 cfs
14.3000 hrs 2.9814 cfs
�•'� 14.6000 hrs 2.5555 cfs
15.0000 hrs 2.3425 cfs
15.5000 hrs 2.0586 cfs
16.0000 hrs 1.8456 cfs
16.5000 hrs 1.6327 cfs
r 17.0000 hrs 1.4907 cfs
17.5000 hrs 1.4197 cfs
18.0000 hrs 1.3487 cfs
19.0000 hrs 1.1358 cfs
•^ 20.0000 hrs 0.9938 cfs
22.0000 hrs 0.8518 cfs
26.0000 hrs 0.0000 cfs
r
n
r
r
"� D5
11.0000 hrs 0.3504 cfs
11.3000 hrs 0.4839 cfs
ww 11.6000 hrs 0.7174 cfs
11.9000 hrs 2.2358 cfs
12.0000 hrs 4.4548 cfs
12.1000 hrs 8.6761 cfs
12.2000 hrs 14.1320 cfs
12.3000 hrs 11.6960 cfs
12.4000 hrs 6.3068 cfs
12.5000 hrs 3.7374 cfs
12.6000 hrs 2.6195 cfs
✓ 12.7000 hrs 2.0355 cfs
12.8000 hrs 1.6351 cfs
13.0000 hrs 1.2514 cfs
13.2000 hrs 1.0678 cfs
^ 13.4000 hrs 0.9343 cfs
13.6000 hrs 0.8342 cfs
13.8000 hrs 0.7508 cfs
14.0000 hrs 0.6841 cfs
14.3000 hrs 0.6007 cfs
14.6000 hrs 0.5506 cfs
15.0000 hrs 0.5005 cfs
15.5000 hrs 0.4505 cfs
16.0000 hrs 0.4004 cfs
^ 16.5000 hrs 0.3504 cfs
17.0000 hrs 0.3337 cfs
17.5000 hrs 0.3170 cfs
18.0000 hrs 0.3003 cfs
19.0000 hrs 0.2670 cfs
20.0000 hrs 0.2169 cfs
22.0000 hrs 0.2002 cfs
26.0000 hrs 0.0000 cfs
D6
11.0000 hrs 0.5396 cfs
11.3000 hrs 0.7644 cfs
11.6000 hrs 1.1916 cfs
P"" 11.9000 hrs 7.5094 cfs
12.0000 hrs 14.5467 cfs
12.1000 hrs 22.7082 cfs
12.2000 hrs 14.1195 cfs
r, 12.3000 hrs 4.8789 cfs
12.4000 hrs 3.3050 cfs
12.5000 hrs 2.7654 cfs
12.6000 hrs 2.3383 cfs
12.7000 hrs 1.9336 cfs
^ 12.8000 hrs 1.7087 cfs
13.0000 hrs 1.4839 cfs
13.2000 hrs 1.2815 cfs
13.4000 hrs 1.1466 cfs
713.6000 hrs 1.0342 cfs
13.8000 hrs 0.9443 cfs
14.0000 hrs 0.8544 cfs
14.3000 hrs 0.7644 cfs
14.6000 hrs 0.7195 cfs
✓ 15.0000 hrs 0.6520 cfs
15.5000 hrs 0.5846 cfs
16.0000 hrs 0.5171 cfs
16.5000 hrs 0.4721 cfs
r„ 17.0000 hrs 0.4497 cfs
17.5000 hrs 0.4272 cfs
18.0000 hrs 0.4047 cfs
19.0000 hrs 0.3372 cfs
20.0000 hrs 0.2923 cfs
^ 22.0000 hrs 0.2698 cfs
26.0000 hrs 0.0000 cfs
Total Flow Values
r
r
►" 11.0000 hrs 3.2154 cfs
11.3000 hrs 4.4919 cfs
11.6000 hrs 6.6540 cfs
11.9000 hrs 29.6880 cfs
r", 12.0000 hrs 56.2622 cfs
12.1000 hrs 90.6026 cfs
12.2000 hrs 76.8233 cfs
12.3000 hrs 55.3125 cfs
12.4000 hrs 51.3516 cfs
r' 12.5000 hrs 48.2892 cfs
12.6000 hrs 41.4063 cfs
12.7000 hrs 33.3537 cfs
12.8000 hrs 27.0127 cfs
r^ 13.0000 hrs 19.2125 cfs
13.2000 hrs 14.9648 cfs
13.4000 hrs 12.5492 cfs
13.6000 hrs 10.8363 cfs
13.8000 hrs 9.4702 cfs
14.0000 hrs 8.3970 cfs
14.3000 hrs 7.2006 cfs
14.6000 hrs 6.3470 cfs
15.0000 hrs 5.6528 cfs
15.5000 hrs 4.9331 cfs
16.0000 hxs 4.3577 cfs
16.5000 hrs 3.8916 cfs
17.0000 hrs 3.6035 cfs
17.5000 hrs 3.4142 cfs
18.0000 hrs 3.2274 cfs
19.0000 hrs 2.7320 cfs
20.0000 hrs 2.3671 cfs
22.0000 hrs 2.0916 cfs
r• 26.0000 hrs 0.0279 cfs
Peak Time and Flow
12.1000 hrs 90.6026 cfs
rl`
r
a
r
a
a
r
r
+. TR-55 Tabular Hydrograph Method
Input Summary
Description
DEVELOPED BASIN E - 10 YEAR
Rainfall Distribution Type II
Ia/P Interpolation On
Total Area 13.5546 ac
Peak Time 12.1000 hrs
Peak Flow 43.0864 cfs
Given Input Data:
P.
Subarea D/S Subareas Area CN Tc Tt Rainfall
Description (ac) (hrs) (hrs) (in)
... El 1.9618 61 0.4238 0.0000 3.2000
E2 5.1415 92 0.0528 0.0000 3.2000
E3 2.5495 92 0.0572 0.0000 3.2000
E4 3.9019 92 0.0719 0.0000 3.2000
P. Support Data:
Subarea Name: El, Row: 1
Sheet Flow
Description
Manning's n 0.0300
.�. Flow Length 238.9364 ft
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0030 ft/ft
Computed Sheet flow time > 0.2385 hrs
Messages:
Info: Time of Concentration rounded to 0.4000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Concentration rounded to 0.1000 hrs in row <4>.
Shallow Concentrated Flow
Description
.+ Surface Unpaved
Flow Length 589.6389 ft
Watercourse Slope 0.0030 ft/ft
Velocity 0.8837 fps
Computed Shallow flow time > 0.1853 hrs
Messages:
Info: Time of Concentration rounded to 0.4000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
.+ Info: Time of Concentration rounded to 0.1000 hrs in row <4>.
»+******************** **
Total Time of Concentration > 0.4238 hrs
**************************a«
P.
Subarea Name: E2, Row: 2
P.
Sheet Flow
Description
Manning's n 0.0130
Flow Length 100.0000 ft
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0200 ft/ft
Computed Sheet flow time > 0.0285 hrs
r,
r
Messages:
—1 Info: Time of Concentration rounded to 0.4000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Concentration rounded to 0.1000 hrs in row <4>.
Shallow Concentrated Flow
r' Description
Surface Unpaved
Flow Length 200.0000 ft
Watercourse Slope 0.0200 ft/ft
Velocity 2.2818 fps
r Computed Shallow flow time > 0.0243 hrs
Messages:
Info: Time of Concentration rounded to 0.4000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
ro• Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Concentration rounded to 0.1000 hrs in row <4>.
Total Time of Concentration > 0.0528 hrs
::::::::::::::::::******::::
Subarea Name: E3, Row: 3
r
Sheet Flow
r- Manning's
Manning's n 0.0130
Flow Length 238.7151 ft
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0200 ft/ft
Computed Sheet flow time > 0.0572 hrs
Messages:
Info: Time of Concentration rounded to 0.4000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Concentration rounded to 0.1000 hrs in row <4>.
Total Time of Concentration > 0.0572 hrs
Subarea Name: E4, Row: 4
Sheet Flow
Description
r Manning's n 0.0130
Flow Length 246.1368 ft
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0200 ft/ft
r„ Computed Sheet flow time > 0.0586 hrs
Messages:
Info: Time of Concentration rounded to 0.4000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Concentration rounded to 0.1000 hrs in row <4>.
Shallow Concentrated Flow
7Description
Surface Paved
Flow Length 137.9416 ft
�.^ Watercourse Slope 0.0200 ft/ft
Velocity 2.8748 fps
Computed Shallow flow time > 0.0133 hrs
Messages:
Info: Time of Concentration rounded to 0.4000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
r^ Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Concentration rounded to 0.1000 hrs in row <4>.
***************************
Total Time of Concentration > 0.0719 hrs
*******t*******************•
Messages:
Info: Time of Concentration rounded to 0.4000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Concentration rounded to 0.1000 hrs in row <4>.
I^
n
f^
r.
r"
-�. TR-55 Tabular Data
El
11.0000 hrs 0.0000 cfs
11.3000 hrs 0.0000 cfs
11.6000 hrs 0.0000 cfs
11.9000 hrs 0.0027 cfs
mai 12.0000 hrs 0.0178 cfs
12.1000 hrs 0.0819 cfs
12.2000 hrs 0.2422 cfs
12.3000 hrs 0.4418 cfs
12.4000 hrs 0.5042 cfs
P m
12.5000 hrs 0.4563 cfs
12.6000 hrs 0.3534 cfs
12.7000 hrs 0.2859 cfs
12.8000 hrs 0.2375 cfs
' 13.0000 hrs 0.1735 cfs
13.2000 hrs 0.1422 cfs
13.4000 hrs 0.1224 cfs
13.6000 hrs 0.1102 cfs
13.8000 hrs 0.1007 cfs
Pm
14.0000 hrs 0.0925 cfs
14.3000 hrs 0.0823 cfs
14.6000 hrs 0.0755 cfs
15.0000 hrs 0.0700 cfs
+� 15.5000 hrs 0.0646 cfs
16.0000 hrs 0.0592 cfs
16.5000 hrs 0.0530 cfs
17.0000 hrs 0.0503 cfs
17.5000 hrs 0.0476 cfs
18.0000 hrs 0.0456 cfs
19.0000 hrs 0.0408 cfs
20.0000 hrs 0.0354 cfs
22.0000 hrs 0.0320 cfs
^• 26.0000 hrs 0.0000 cfs
E2
11.0000 hrs 0.4532 cfs
Pm
11.3000 hrs 0.6421 cfs
11.6000 hrs 1.0008 cfs
11.9000 hrs 6.3072 cfs
12.0000 hrs 12.2179 cfs
v- 12.1000 hrs 19.0727 cfs
12.2000 hrs 11.8591 cfs
12.3000 hrs 4.0978 cfs
12.4000 hrs 2.7759 cfs
", 12.5000 hrs 2.3227 cfs
12.6000 hrs 1.9639 cfs
12.7000 hrs 1.6240 cfs
12.8000 hrs 1.4352 cfs
13.0000 hrs 1.2463 cfs
13.2000 hrs 1.0764 cfs
13.4000 hrs 0.9631 cfs
13.6000 hrs 0.8687 cfs
13.8000 hrs 0.7931 cfs
14.0000 hrs 0.7176 cfs
14.3000 hrs 0.6421 cfs
14.6000 hrs 0.6043 cfs
15.0000 hrs 0.5476 cfs
15.5000 hrs 0.4910 cfs
!^" 16.0000 hrs 0.4343 cfs
16.5000 hrs 0.3966 cfs
17.0000 hrs 0.3777 cfs
17.5000 hrs 0.3588 cfs
18.0000 hrs 0.3399 cfs
19.0000 hrs 0.2833 cfs
20.0000 hrs 0.2455 cfs
•'1 22.0000 hrs 0.2266 cfs
26.0000 hrs 0.0000 cfs
Pm
wm
E3
11.0000 hrs 0.2247 cfs
^ 11.3000 hrs 0.3184 cfs
11.6000 hrs 0.4963 cfs
11.9000 hrs 3.1275 cfs
12.0000 hrs 6.0584 cfs
.. 12.1000 hrs 9.4574 cfs
12.2000 hrs 5.8805 cfs
12.3000 hrs 2.0319 cfs
12.4000 hxs 1.3765 cfs
12.5000 hrs 1.1517 cfs
12.6000 hrs 0.9738 cfs
12.7000 hrs 0.8053 cfs
12.8000 hrs 0.7116 cfs
13.0000 hrs 0.6180 cfs
P. 13.2000 hrs 0.5337 cfs
13.4000 hrs 0.4776 cfs
13.6000 hrs 0.4307 cfs
13.8000 hrs 0.3933 cfs
14.0000 hrs 0.3558 cfs
re.
14.3000 hrs 0.3184 cfs
14.6000 hrs 0.2996 cfs
15.0000 hrs 0.2715 cfs
15.5000 hrs 0.2435 cfs
P. 16.0000 hrs 0.2154 cfs
16.5000 hrs 0.1966 cfs
17.0000 hrs 0.1873 cfs
17.5000 hrs 0.1779 cfs
^ 18.0000 hrs 0.1685 cfs
19.0000 hrs 0.1405 cfs
20.0000 hrs 0.1217 cfs
22.0000 hrs 0.1124 cfs
26.0000 hrs 0.0000 cfs
E4
11.0000 hrs 0.3439 cfs
11.3000 hrs 0.4873 cfs
11.6000 hrs 0.7595 cfs
11.9000 hrs 4.7666 cfs
12.0000 hrs 9.2722 cfs
12.1000 hrs 14.4743 cfs
^ 12.2000 hrs 8.9999 cfs
12.3000 hrs 3.1098 cfs
12.4000 hrs 2.1067 cfs
12.5000 hrs 1.7627 cfs
P. 12.6000 hrs 1.4904 cfs
12.7000 hrs 1.2325 cfs
12.8000 hrs 1.0892 cfs
13.0000 hrs 0.9458 cfs
13.2000 hrs 0.8169 cfs
!^ 13.4000 hrs 0.7309 cfs
13.6000 hrs 0.6592 cfs
13.8000 hrs 0.6019 cfs
14.0000 hrs 0.5446 cfs
^ 14.3000 hrs 0.4873 cfs
14.6000 hrs 0.4586 cfs
15.0000 hrs 0.4156 cfs
15.5000 hrs 0.3726 cfs
16.0000 hrs 0.3296 cfs
^ 16.5000 hrs 0.3010 cfs
17.0000 hrs 0.2866 cfs
17.5000 hrs 0.2723 cfs
18.0000 hrs 0.2580 cfs
r• 19.0000 hrs 0.2150 cfs
20.0000 hrs 0.1863 cfs
22.0000 hrs 0.1720 cfs
26.0000 hrs 0.0000 cfs
e.
A
Total Flow Values
11.0000 hrs 1.0219 cfs
11.3000 hrs 1.4477 cfs
11.6000 hrs 2.2567 cfs
A 11.9000 hrs 14.2240 cfs
12.0000 hrs 27.5662 cfs
12.1000 hrs 43.0864 cfs
12.2000 hrs 26.9816 cfs
A 12.3000 hrs 9.6814 cfs
12.4000 hrs 6.7633 cfs
12.5000 hrs 5.6935 cfs
12.6000 hrs 4.7816 cfs
12.7000 hrs 3.9477 cfs
12.8000 hrs 3.4735 cfs
13.0000 hrs 2.9837 cfs
13.2000 hrs 2.5692 cfs
13.4000 hrs 2.2940 cfs
A 13.6000 hrs 2.0688 cfs
13.8000 hrs 1.8890 cfs
14.0000 hrs 1.7105 cfs
14.3000 hrs 1.5300 cfs
14.6000 hrs 1.4380 cfs
rm
15.0000 hrs 1.3048 cfs
15.5000 hrs 1.1717 cfs
16.0000 hrs 1.0385 cfs
16.5000 hrs 0.9472 cfs
17.0000 hrs 0.9019 cfs
17.5000 hrs 0.8566 cfs
18.0000 hrs 0.8120 cfs
19.0000 hrs 0.6795 cfs
20.0000 hrs 0.5889 cfs
22.0000 hrs 0.5429 cfs
26.0000 hrs 0.0000 cfs
Peak Time and Flow
12.1000 hrs 43.0864 cfs
r
A
r
r
r
TR-55 Tabular Hydrograph Method
Input Summary
Description
r'^ DEVELOPED BASIN E - 100 YEAR
Rainfall Distribution Type II
Ia/P Interpolation On
Total Area 13.5546 ac
r Peak Time 12.1000 hrs
Peak Flow 77.2665 cfs
Given Input Data:
r
Subarea D/S Subareas Area CN Tc Tt Rainfall
Description (ac) (hrs) (hrs) (in)
r El 1.9618 61 0.4238 0.0000 5.1000
E2 5.1415 92 0.0528 0.0000 5.1000
E3 2.5495 92 0.0572 0.0000 5.1000
E4 3.9019 92 0.0719 0.0000 5.1000
Support Data:
Subarea Name: El, Row: 1
r
Sheet Flow
Description
Manning's n 0.0300
rim Flow Length 238.9364 ft
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0030 ft/ft
Computed Sheet flow time > 0.2385 hrs
par" Messages:
Info: Time of Concentration rounded to 0.4000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Concentration rounded to 0.1000 hrs in row <4>.
Shallow Concentrated Flow
Description
n Surface Unpaved
Flow Length 589.6389 ft
Watercourse Slope 0.0030 ft/ft
Velocity 0.8837 fps
Computed Shallow flow time > 0.1853 hrs
r Messages:
Info: Time of Concentration rounded to 0.4000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
... Info: Time of Concentration rounded to 0.1000 hrs in row <4>.
***x******x x x xx xxxxxxxxxxxx
Total Time of Concentration > 0.4238 hrs
****************************
m.
Subarea Name: E2, Row: 2
Sheet Flow
Description
Manning's n 0.0130
r Flow Length 100.0000 ft
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0200 ft/ft
Computed Sheet flow time > 0.0285 hrs
r
r
r
' Messages:
Info: Time of Concentration rounded to 0.4000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Concentration rounded to 0.1000 hrs in row <4>.
Shallow Concentrated Flow
1,"" Description
Surface Unpaved
Flow Length 200.0000 ft
Watercourse Slope 0.0200 ft/ft
Velocity 2.2818 fps
f Computed Shallow flow time > 0.0243 hrs
Messages:
Info: Time of Concentration rounded to 0.4000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
r., Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Concentration rounded to 0.1000 hrs in row <4>.
***************************
Total Time of Concentration > 0.0528 hrs
r- ****************************
Subarea Name: E3, Row: 3
r
Sheet Flow
Description
r" Manning's n 0.0130
Flow Length 238.7151 ft
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0200 ft/ft
rr.'. Computed Sheet flow time > 0.0572 hrs
Messages:
Info: Time of Concentration rounded to 0.4000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
^ Info: Time of Concentration rounded to 0.1000 hrs in row <4>.
***************************
Total Time of Concentration > 0.0572 hrs
****************************
Subarea Name: E4, Row: 4
^
Sheet Flow
Description
✓ Manning's n 0.0130
Flow Length 246.1368 ft
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0200 ft/ft
Computed Sheet flow time > 0.0586 hrs
^ Messages:
Info: Time of Concentration rounded to 0.4000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Concentration rounded to 0.1000 hrs in row <4>.
Shallow Concentrated Flow
Description
Surface Paved
Flow Length 137.9416 ft
Watercourse Slope 0.0200 ft/ft
Velocity 2.8748 fps
r Computed Shallow flow time > 0.0133 hrs
Messages:
Info: Time of Concentration rounded to 0.4000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Concentration rounded to 0.1000 hrs in row <4>.
.a......•.....♦.+x.......••
Total Time of Concentration > 0.0719 hrs
Messages:
Info: Time of Concentration rounded to 0.4000 hrs in row <1>.
r Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.1000 hrs in row <3>.
Info: Time of Concentration rounded to 0.1000 hrs in row <4>.
r
r
r
r^
r
r
r
r
r
r
1.0
4—
TR-55 Tabular Data
El
11.0000 hra 0.0194 cfa
P". 11.3000 hrs 0.0270 cfs
11.6000 hra 0.0389 cfs
11.9000 hra 0.0963 cfs
12.0000 hra 0.2381 cfs
12.1000 his 0.6657 cfa
12.2000 hrs 2.2243 cfs
r 12.3000 hrs 2.2243 cfa
12.4000 hra 2.2544 cfs
12.5000 hrs 1.8292 cfs
12.6000 bra 1.3323 cfs
12.7000 hra 1.0060 cfs
12.8000 hra 0.7902 cfa
13.0000 hrs 0.5317 cfa
13.2000 bra 0.4134 cfa
13.4000 hra 0.3454 cfs
13.6000 hra 0.3038 cfs
14.0000 hrs 0.2742 cfa
14.0000 hrs 0.2489 cfs
14.3000 hrs 0.2194 cfa
14.6000 hra 0.1985 cfs
15.0000 hra 0.1821 cfs
15.5000 hra 0.1656 cfa
16.0000 hrs 0.1492 cfa
16.5000 bra 0.1327 cfs
17.0000 hrs 0.1250 cfs
17.5000 hrs 0.1174 cfs
18.0000 hrs 0.1119 cfs
19.0000 hrs 0.0998 cfa
20.0000 hra 0.0845 cfa
22.0000 hra 0.0757 cfs
26.0000 bra 0.0000 cfa
E2
11.0000 hra 0.8073 cfs
11.3000 hra 1.1436 cfa
r 11.6000 hra 1.8828 cfa
11.9000 hra 11.2346 cfs
12.0000 hra 21.7628 cfs
12.1000 hra 33.9729 cfs
12.2000 Ara 21.1237 cfs
12.3000 hrs 7.2991 cfs
12.4000 hra 4.9446 cfs
12.5000 bra 4.1373 cfs
12.6000 hra 3.4982 cfa
12.7000 bra 2.8928 cfa
12.8000 Ara 2.5564 cfa
13.0000 Ara 2.2200 cfa
1'^ 13.2000 hra 1.9173 cfs
13.4000 hrs 1.7155 cfa
13.6000 bra 1.5473 cfa
13.8000 hrs 1.4127 cfs
14.0000 hra 1.2782 cfa
14.3000 his 1.1436 cfs
14.6000 hra 1.0764 cfa
15.0000 hra 0.9755 cfa
15.5000 hra 0.8745 cfs
16.0000 Ara 0.7736 cfa
16.5000 bra 0.7064 cfs
17.0000 bra 0.6727 cfs
17.5000 hrs 0.6391 cfa
19.0000 hrs 0.6055 cfs
19.0000 hra 0.5045 cfs
20.0000 bra 0.4373 cfs
22.0000 bra 0.4036 cfs
26.0000 hrs 0.0000 cfs
E3
11.0000 hra 0.4003 cfs
11.3000 hra 0.5671 cfa
11.6000 hra 0.8840 cfs
11.9000 hra 5.5708 cfs
12.0000 hra 10.7913 cfa
12.1000 hra 16.8458 cfa
12.2000 hra 10.4744 cfa
12.3000 hra 3.6194 cfa
12.4000 hra 2.4518 cfs
12.5000 hra 2.0515 cfa
12.6000 hrs 1.7346 cfs
12.7000 bra 1.4344 cfa
12.8000 hrs 1.2676 cfa
13.0000 bra 1.1008 cfa
13.2000 bra 0.9507 cfa
/"s 13.4000 bra 0.8506 cfa
13.6000 bra 0.7672 cfa
13.8000 hrs 0.7005 cfa
14.0000 hrs 0.6338 cfa
14.3000 hra 0.5671 cfa
14.6000 bra 0.5337 cfa
A
r
15.0000 hra 0.4837 cfs
15.5000 Ara 0.4337 cfs
16.0000 hra 0.3836 cfa
16.5000 hra 0.3503 cfs
17.0000 Ara 0.3336 cfa
17.5000 hrs 0.3169 cfa
P^' 16.0000 hrs 0.3002 cfs
19.0000 Are 0.2502 cfa
20.0000 hra 0.2168 cfa
22.0000 hra 0.2001 cfs
26.0000 hra 0.0000 cfs
r
E4
11.0000 hra 0.6126 cfa
11.3000 hra 0.8679 cfa
11.6000 hra 1.3529 cfa
11.9000 hra 8.5259 cfa
r- 12.0000 hra 16.5158 cfs
12.1000 hra 25.7820 cfs
12.2000 Ara 16.0300 cfa
12.3000 hra 5.5393 cfs
12.4000 hra 3.7524 cfs
12.5000 hrs 3.1398 cfa
r 12.6000 hra 2.6548 cfa
12.7000 hrs 2.1953 cfs
12.8000 Ara 1.9400 cfa
13.0000 hrs 1.6848 cfa
13.2000 hra 1.4550 cfa
13.4000 hra 1.3019 cfa
13.6000 Ara 1.1742 cfa
13.8000 Ara 1.0721 cfa
14.0000 hra 0.9700 cfs
14.3000 hra 0.8679 cfs
14.6000 bra 0.8169 cfs
15.0000 hra 0.7403 cfa
15.5000 hra 0.6637 cfs
16.0000 bra 0.5871 cfs
16.5000 hra 0.5361 cfa
17.0000 hrs 0.5105 cfa
17.5000 bra 0.4850 cfs
18.0000 hra 0.4595 cfs
19.0000 hra 0.3829 cfa
20.0000 hra 0.3318 cfs
22.0000 hra 0.3063 cfs
26.0000 hra 0.0000 cfs
Total Flow Values
11.0000 hrs 1.8396 cfs
11.3000 hrs 2.6056 cfs
11.6000 hra 4.0565 cfa
11.9000 hra 25.4277 cfa
12.0000 hra 49.3081 cfa
12.1000 hra 77.2665 cfa
12.2000 hrs 49.1117 cfs
12.3000 hrs 18.6821 cfa
12.4000 hrs 13.4032 cfa
12.5000 Ara 11.1578 cfa
12.6000 Ara 9.2199 cfs
r 12.7000 bra 7.5264 cfs
12.6000 hra 6.5542 cfa
13.0000 hrs 5.5373 cfa
13.2000 his 4.7364 cfa
13.4000 hra 4.2134 cfs
13.6000 hra 3.7925 cfs
re 13.8000 hra 3.4595 cfs
14.0000 hra 3.1310 cfa
14.3000 hrs 2.7980 cfa
14.6000 hra 2.6255 cfa
15.0000 hra 2.3815 cfa
15.5000 hra 2.1375 cfa
__ 16.0000 hra 1.8936 cfa
16.5000 hra 1.7254 cfa
17.0000 hra 1.6419 cfs
17.5000 Ara 1.5584 cfa
18.0000 Ara 1.4771 cfa
19.0000 Ara 1.2375 cfa
20.0000 hra 1.0704 cfa
22.0000 hra 0.9858 cfa
26.0000 hrs 0.0000 cfa
Peak Time and Flow
12.1000 hra 77.2665 cfa
7
r
r-
rm
TR-55 Tabular Hydrograph Method
Input Summary
Description
DEVELOPED BASIN F -10 YEAR
Rainfall Distribution Type II
Ia/P Interpolation On
Total Area 8.9595 ac
r Peak Time 12.1000 hrs
Peak Flow 22.3962 cfs
Given Input Data:
r- ..
Subarea D/S Subareas Area CN Tc Tt Rainfall
Description (ac) (hrs) (hrs) (in)
r,,, Fl 2.4725 61 0.1410 0.0000 3.2000
F2 3.5391 92 0.0910 0.0536 3.2000
F3 F2 2.9479 92 0.1028 0.0000 3.2000
Support Data:
r
Subarea Name: Fl, Row: 1
r Sheet Flow
Description
Manning's n 0.0110
Flow Length 300.0000 ft
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0050 ft/ft
Computed Sheet flow time > 0.1045 hrs
Messages:
Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.2000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
F.•4 Shallow Concentrated Flow
Description
Surface Unpaved
P.. Flow Length 150.0000 ft
Watercourse Slope 0.0050 ft/ft
Velocity 1.1409 fps
Computed Shallow flow time > 0.0365 hrs
Messages:
r Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.2000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
r
Total Time of Concentration > 0.1410 hrs
****************************
r
Subarea Name: F2, Row: 2
r Sheet Flow
Description
Manning's n 0.0130
Flow Length 300.0000 ft
TT Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0200 ft/ft
fi••••••, Computed Sheet flow time > 0.0686 hrs
Messages:
r
r
r' Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.2000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
r
Shallow Concentrated Flow
Description
r Surface Paved
Flow Length 231.5784 ft
Watercourse Slope 0.0200 ft/ft
Velocity 2.8748 fps
Computed Shallow flow time > 0.0224 hrs
r^ Messages:
Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.2000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
***************************
Total Time of Concentration > 0.0910 hrs
*******«******************.
Shallow Concentrated Flow
Description
r Surface Paved
Flow Length 391.9208 ft
Watercourse Slope 0.0100 ft/ft
Velocity 2.0328 fps
Computed Shallow flow time > 0.0536 hrs
r Messages:
Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.2000 hrs in row <3>.
'..ice Info: Time of Travel rounded to 0.0000 hrs in row <3>.
**********•*********
Total Time of Travel > 0.0536 hrs
*********************
r
Subarea Name: F3, Row: 3
.., Sheet Flow
Description
Manning's n 0.0130
Flow Length 300.0000 ft
r Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0200 ft/ft
Computed Sheet flow time > 0.0686 hrs
Messages:
f.. Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.2000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
r" Shallow Concentrated Flow
• Description
Surface Paved
r,, Flow Length 354.0531 ft
Watercourse Slope 0.0200 ft/ft
Velocity 2.8748 fps
Computed Shallow flow time > 0.0342 hrs
Messages:
Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.2000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
r
r
-a
***************************
Total Time of Concentration > 0.1028 hrs
****************************
Messages:
Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.2000 hrs in row <3>.
r. Info: Time of Travel rounded to 0.0000 hrs in row <3>.
r-*
r
1f1
r
r
rum
P"
TR-55 Tabular Data
Fl
11
11.3000 lira 0.0000 cfs
f� 11.3000 bra 0.0000 cfs
11.6000 bra 0.0000 cfa
11.9000 bra 0,1326 cfs
12.0000 bra 0.5489 cfs
12.1000 bra 1.2663 eta
12.2000 bra 0.343 cfs
r 12.3000 bra 0.3543 cfs
12.5000 bra 0.2942 cfs
12.5000 bra 0.2598 cfs
12.6000 bra 0.2229 cfa
12.7000 bra 0.1921 cfs
12.8000 bra 0.1758 cfs
13.0000 Ara 0.1586 cfs
13.2000 Ara 0.1415 cfs
13.4000 bra 0.1303 cfs
13.6000 bra 0.1200 cfs
13.8000 bra 0.1114 cfs
14.0000 bra 0.1029 cfs
r 14.3000 bra 0.0934 cfs
14.6000 bra 0.0900 cfa
15.0000 Ars 0.0840 cfa
15.5000 Ars 0.0763 cfs
16.0000 hrs 0.0686 cfa
16.5000 bra 0.0634 cfa
17.0000 bra 0.0583 cfs
17.5000 bra 0.0583 cfs
18.0000 hrs 0.0557 cfa
20.0000 hrs 0.0497 cfa
20.0000 bra 0.0428 cfs
22.0000 hrs 0.0403 cfs
r 26.0000 hrs 0.0000 cfs
F2
11.0000 bra 0.3120 cfa
11.3000 Ara 0.4419 cfs
r. 11.6000 bra 0.6889 cfa
11.9000 Ars 4.3415 cfa
12.0000 bra 8.4100 cfs
12.1000 hrs 13.1285 cfs
12.2000 bra 8.1631 cfa
12.3000 bra 2.8207 cfs
al• 12.4000 bra 1.9108 cfs
12.5000 bra 1.5988 cfs
12.6000 bra 1.3518 cfs
12.7000 bra 1.1179 cfa
12.8000 bra 0.9879 cfa
13.0000 hrs 0.8579 cfa
13.2000 hrs 0.7409 cfs
13.4000 bra 0.6629 cfa
13.6000 bra 0.5979 cfs
13.8000 hrs 0.5459 cfs
14.0000 bra 0.4939 cfs
14.3000 bra 0.4419 cfs
14.6000 his 0.4160 cfa
15.0000 bra 0.3770 cfs
15.5000 bra 0.3380 cfa
16.0000 bra 0.2990 cfa
16.5000 bra 0.2730 cfs
17.0000 bra 0.2600 cfa
P" 17.5000 bra 0.2470 cfs
18.0000 bra 0.2340 cfa
19.0000 bra 0.1950 cfa
20.0000 bra 0.1690 cfs
22.0000 hrs 0.1560 cfs
26.0000 lira 0.0000 cfs
r
F3
11.0000 bra 0.2490 cfa
11.3000 his 0.3356 cfa
11.6000 hrs 0.5089 cfa
�n 11.9000 hrs 2.2629 cfs
12.0000 hrs 4.3634 cfs
12.1000 bra 8.0014 cfa
12.2000 bra 8.6619 cfa
12.3000 Ara 5.2079 cfs
12.4000 bra 2.7068 cfs
12.5000 hrs 1.7973 cfa
12.6000 bra 1.3859 cfs
12.7000 bra 1.1044 cfs
12.8000 bra 0.9311 cfs
13.0000 bra 0.7579 cfs
13.2000 bra 0.6605 cfa
13.4000 hrs 0.5847 cfs
13.6000 Ars 0.5305 cfa
13.8000 hrs 0.4764 cfs
""\ 14.0000 bra 0.4331 cfs
14.3000 hrs 0.3790 cfa
14.6000 bra 0.3573 cfa
r
r"a 15.0000 hrs 0.3248 cfs
15.5000 hrs 0.2923 cfs
16.0000 hrs 0.2599 cfa
16.5000 hrs 0.2274 cfa
17.0000 hrs 0.2165 cfs
17.5000 bra 0.2057 cfs
r'" 18.0000 bra 0.1949 cfa
19.0000 bra 0.1732 cfs
20.0000 hrs 0.1408 cfs
22.0000 Kra 0.1299 cis
26.0000 hrs 0.0000 cfs
Total Flow Values
11.0000 hrs 0.5610 cfs
11.3000 bra 0.7776 cfa
11.6000 bra 1.1978 cfs
11.9000 bra 6.7370 cfs
12.0000 hrs 13.3223 cfs
12.1000 bra 22.3962 cfs
12.2000 hrs 17.5981 cfs
12.3000 bra 8.3829 cfa
12.4000 hrs 4.9118 cfa
12.5000 hrs 3.6560 cfs
12.6000 hrs 2.9607 cfs
r 12.7000 hrs 2.4143 cfs
12.8000 hrs 2.0948 cfa
13.0000 hrs 1.7744 cfs
13.2000 bra 1.5428 cfs
13.4000 Ara 1.3779 cfs
r 13.6000 hrs 1.2485 cfs
13.8000 Ara 1.1338 cfs
14.0000 hrs 1.0299 cfs
14.3000 bra 0.9143 cfs
14.6000 bra 0.8633 cfs
15.0000 hrs 0.7858 cfs
15.5000 hrs 0.7066 cfs
r 16.0000 his 0.6274 cfs
16.5000 hrs 0.5638 cfa
17.0000 hrs 0.5382 cfs
17.5000 bra 0.5110 cfa
18.0000 bra 0.4846 cfa
19.0000 Ara 0.4179 cfs
20.0000 bra 0.3526 cfs
22.0000 hrs 0.3262 cfa
26.0000 hrs 0.0000 cfs
Peak Time and Flow
_l1 12.1000 bra 22.3962 cfs
r"
s�
n
a".
r—
TR-55 Tabular Hydrograph Method
Input Summary
Description
P* DEVELOPED BASIN F -100 YEAR
Rainfall Distribution Type II
Ia/P Interpolation On
Total Area 8.9595 ac
r-
Peak Time 12.1000 hrs
Peak Flow 42.9071 cfs
Given Input Data:
I^
Subarea D/S Subareas Area CN Tc Tt Rainfall
Description (ac) (hrs) (hrs) (in)
Fl 2.4725 61 0.1410 0.0000 5.1000
F2 3.5391 92 0.0910 0.0536 5.1000
F3 F2 2.9479 92 0.1028 0.0000 5.1000
Support Data:
r
Subarea Name: Fl, Row: 1
r Sheet Flow
Description
Manning's n 0.0110
Flow Length 300.0000 ft
r Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0050 ft/ft
Computed Sheet flow time > 0.1045 hrs
Messages:
Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.2000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
I• Shallow Concentrated Flow
Description
Surface Unpaved
r" Flow Length 150.0000 ft
Watercourse Slope 0.0050 ft/ft
Velocity 1.1409 fps
Computed Shallow flow time > 0.0365 hrs
Messages:
I'. Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.2000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
***************************
Total Time of Concentration > 0.1410 hrs
****************************
I"
Subarea Name: F2, Row: 2
I" Sheet Flow
Description
Manning's n 0.0130
Flow Length 300.0000 ft
p••••
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0200 ft/ft
Computed Sheet flow time > 0.0686 hrs
Messages:
r•
r-
Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.2000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
n
Shallow Concentrated Flow
Description
✓ Surface Paved
Flow Length 231.5784 ft
Watercourse Slope 0.0200 ft/ft
Velocity 2.8748 fps
Computed Shallow flow time > 0.0224 hrs
Messages:
Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.2000 hrs in row <3>.
7 Info: Time of Travel rounded to 0.0000 hrs in row <3>.
***************************
Total Time of Concentration > 0.0910 hrs
****************************
r
Shallow Concentrated Flow
Description
✓ Surface Paved
Flow Length 391.9208 ft
Watercourse Slope 0.0100 ft/ft
Velocity 2.0328 fps
Computed Shallow flow time > 0.0536 hrs
Messages:
Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.2000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
********************
Total Time of Travel > 0.0536 hrs
*********************
Subarea Name: F3, Row: 3
r,^ Sheet Flow
Description
Manning's n 0.0130
Flow Length 300.0000 ft
Po.
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0200 ft/ft
Computed Sheet flow time > 0.0686 hrs
Messages:
✓ Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.2000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
Shallow Concentrated Flow
Description
Surface Paved
Flow Length 354.0531 ft
Watercourse Slope 0.0200 ft/ft
Velocity 2.8748 fps
Computed Shallow flow time > 0.0342 hrs
r, Messages:
Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.2000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
1.04
**********iii**************
Total Time of Concentration > 0.1028 hrs
****************************
Messages:
Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Concentration rounded to 0.2000 hrs in row <3>.
Info: Time of Travel rounded to 0.0000 hrs in row <3>.
gmg
Imo
•
•
um
r
e
r
r
TR-55 Tabular Data
' -
F1
11.0000 bra 0.0327 cfs
11.3000 bra 0.0463 cfs
r 11.6000 Ara 0.0721 cfa
11.9000 bra 1.0954 cfa
12.0000 bra 3.2444 cfs
12.1000 bra 5.2700 cfa
12.2000 bra 3.0354 cfa
12.3000 bra 1.1989 cfa
/"' 12.4000 hrs 0.9159 cfa
12.5000 hra 0.7875 cfa
12.6000 his 0.6659 cfa
12.7000 bra 0.5624 cfs
12.8000 bra 0.5071 cfs
r 13.0000 bra 0.4477 cfs
13.2000 bra 0.3939 cfs
13.4000 bra 0.3566 cfs
13.6000 bra 0.3246 cfs
13.8000 hrs 0.2985 cfa
14.0000 bra 0.2723 cfa
14.3000 hrs 0.2460 cfs
14.6000 his 0.2350 cfs
15.0000 hra 0.2143 cfs
15.5000 hrs 0.1935 cfs
16.0000 hrs 0.1728 cfs
16.5000 hrs 0.1576 cfs
17.0000 hra 0.1521 cfs
17.5000 bra 0.1424 cfa
18.0000 bra 0.1369 cfa
19.0000 bra 0.1203 cfa
20.0000 bra 0.1009 cfa
22.0000 hra 0.0954 cfs
26.0000 hra 0.0000 cfa
F2
11.0000 bra 0.5553 cfs
11.3000 hra 0.7872 cfa
11.6000 hrs 1.2271 cfs
11.9000 hrs 7.7332 cfa
12.0000 hra 14.9802 cfs
12.1000 bra 23.3848 cfs
12.2000 bra 14.5403 cfa
12.3000 hra 5.0243 cfs
/�. 12.4000 bra 3.4035 cfa
12.5000 hra 2.8479 cfa
12.6000 bra 2.4079 cfs
12.7000 bra 1.9912 cfs
12.8000 hra 1.7596 cfa
13.0000 hrs 1.5281 cfs
13.2000 hra 1.3197 cfs
13.4000 hrs 1.1808 cfs
13.6000 hra 1.0651 cfs
13.8000 hra 0.9724 cfs
14.0000 hrs 0.8798 cfs
14.3000 hrs 0.7872 cfa
14.6000 hrs 0.7409 cfs
15.0000 hrs 0.6714 cfs
15.5000 hrs 0.6020 cfa
16.0000 hrs 0.5325 cfa
16.5000 bra 0.4662 cfa
17.0000 bra 0.4631 cfa
17.5000 hra 0.4399 cfs
10.0000 bra 0.4160 cfa
19.0000 hra 0.3473 cfa
20.0000 hrs 0.3010 cfa
22.0000 bra 0.2778 cfa
26.0000 hra 0.0000 cfa
r
F3
11.0000 hra 0.4436 cfa
11.3000 Ara 0.5979 cfa
11.6000 hrs 0.9064 cfs
'... 11.9000 hra 4.0308 cfa
12.0000 bra 7.7722 cfs
12.1000 bra 14.2523 cfa
12.2000 bra 15.4287 cfs
12.3000 hra 9.2765 cfs
12.4000 hra 4.0215 cfa
r 12.5000 bra 3.2015 cfs
12.6000 hrs 2.4686 cfa
12.7000 Ars 1.9672 cfs
12.6000 hrs 1.6586 cfs
13.0000 hra 1.3500 cfa
13.2000 hra 1.1764 cfs
13.4000 hra 1.0414 cfs
13.6000 hra 0.9450 cfa
13.8000 hrs 0.8486 cfa
i1 14.0000 his 0.7714 cfs
14.3000 hrs 0.6750 cfs
14.6000 hrs 0.6364 cfa
f
P"'
15.0000 hrs 0.5786 cfs
15.5000 Ars 0.5207 cfs
.., 16.0000 hrs 0.4629 cfs
16.5000 his 0.4050 cfs
17.0000 hrs 0.3857 cfs
17.5000 Ara 0.3664 cfs
7 18.0000 hrs 0.3471 cfs
19.0000 hrs 0.3086 cfs
20.0000 Ara 0.2507 cfs
22.0000 Ara 0.2314 cfs
26.0000 hrs 0.0000 cfs
r• Total Flow Values
11.0000 hrs 1.0319 cfs
11.3000 Ara 1.4313 cfs
11.6000 hrs 2.2057 cfs
11.9000 hrs 12.8594 cfs
12.0000 hrs 25.9968 cfs
12.1000 hrs 42.9071 cfs
12.2000 hrs 33.0044 cfs
12.3000 hrs 15.4992 cfs
12.4000 hrs 9.1409 cfs
12.5000 hrs 6.8368 cfs
12.6000 hrs 5.5425 cfs
12.7000 hrs 4.5207 cfs
12.8000 hrs 3.9254 cfs
13.0000 bra 3.3259 cfs
13.2000 hrs 2.8901 cfs
13.4000 hrs 2.5788 cfs
13.6000 hrs 2.3349 cfs
ac's 13.8000 hrs 2.1196 cfs
14.0000 hrs 1.9236 cfs
14.3000 hrs 1.7083 cfs
14.6000 hrs 1.6123 cfs
15.0000 hrs 1.4643 cfs
r 15.5000 hrs 1.3162 cfs
16.0000 hrs 1.1682 cfs
16.5000 his 1.0488 cfs
17.0000 hrs 1.0009 cfs
17.5000 hrs 0.9487 cfs
18.0000 Are 0.9008 cfs
19.0000 hrs 0.7762 cfs
20.0000 his 0.6526 cfs
22.0000 hrs 0.6047 cfs
26.0000 Ara 0.0000 cfs
Peak Time and Flow
�.� 12.1000 hrs 42.9071 cfs
4a
4u
P"
T
r^
Pa
r-
TR-55 Tabular Hydrograph Method
Input Summary
Description
r OFFSITE BASIN F- 100 YEAR
Rainfall Distribution Type II
Ia/P Interpolation On
Total Area 9.7174 ac
r Peak Time 12.1000 hrs
Peak Flow 64.2089 cfs
Given Input Data:
r
Subarea D/S Subareas Area CN Tc Tt Rainfall
Description (ac) (hrs) (hrs) (in)
r.. F4 9,7174 92 0.1304 0.0000 5.1000
Support Data:
Subarea Name: F4, Row: 1
P.
Sheet Flow
P' Description
Manning's n 0.0130
Flow Length 300.0000 ft
Two Yr, 24 hr Rainfall 2.1000 in
Land Slope 0.0200 ft/ft
F". Computed Sheet flow time > 0.0686 hrs
Messages:
Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
(--r Shallow Concentrated Flow
Description
Surface Paved
Flow Length 639.4622 ft
r— Watercourse Slope 0.0200 ft/ft
Velocity 2.8748 fps
Computed Shallow flow time > 0.0618 hrs
Messages:
... Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
***************************
Total Time of Concentration > 0.1304 hrs
**************************4*
Messages:
Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
vpm
nm
Wm
r
TR-55 Tabular Data
F4
11.0000 hra 1.5258 cfa
11.3000 hra 2.1615 cfa
r 11.6000 hra 3.3694 cfs
11.9000 hra 21.2334 cfs
12.0000 bra 41.1318 cfs 12.1000 bra 64.2089 cfs
12.2000 hra 39.9239 cfs
12.3000 bra 13.7954 cfa
•+ 12.4000 bra 9.3453 cfs
12.5000 bra 7.8195 cfs
12.6000 bra 6.6116 cfa
12.7000 hra 5.4673 cfs
12.8000 Ara 4.8316 cfs
13.0000 bra 4.1958 cta
1"w 13.2000 bra 3.6237 cfa
13.4000 bra 3.2422 cfs
13.6000 bra 2.9244 cfs
13.8000 hra 2.6701 cfa
14.0000 bra 2.4158 cfa
14.3000 bra 2.1615 cfa
R". 14.6000 hra 2.0343 cfs
15.0000 hrs 1.8436 cfs
15.5000 Ara 1.6529 cfa
16.0000 bra 1.4622 cfs
16.5000 hrs 1.3350 cfa
17.0000 hrs 1.2715 cfs
r 17.5000 hrs 1.2079 cfs
18.0000 hrs 1.1443 cfs
19.0000 bra 0.9536 cfs
20.0000 bra 0.8265 cfs
22.0000 hrs 0.7629 cfa
26.0000 bra 0.0000 cfa
r
Total Flow Values
11.0000 bra 1.5258 cfa
11.3000 hra 2.1615 cfa
11.6000 hra 3.3694 cfs
11.9000 bra 21.2334 cfs
r 12.0000 bra 41.1318 cfa
12.1000 hra 64.2089 cfa
12.2000 hra 39.9239 cfa
12.3000 hrs 13.7954 cfs
12.4000 hra 9.3453 cfa
r41..1 12.5000 hrs 7.8195 cfa
12.6000 hrs 6.6116 cfa
12.7000 bra 5.4673 cfa
12.8000 hra 4.8316 cfa
13.0000 hra 4.1958 cfa
13.2000 hra 3.6237 cfs
13.4000 hrs 3.2422 cfs
Pow 13.6000 hra 2.9244 cfa
13.8000 hra 2.6701 cfa
14.0000 bra 2.4158 cfs
14.3000 bra 2.1615 cfs
14.6000 bre 2.0343 cfs
15.0000 hra 1.8436 cfa
rw 15.5000 hra 1.6529 cfa
16.0000 bra 1.4622 cfa
16.5000 hra 1.3350 cis
17.0000 bre 1.2715 cfa
17.5000 hra 1.2079 cfs
18.0000 hrs 1.1443 cfa
saa, 19.0000 Ara 0.9536 cfs
20.0000 bra 0.8265 cfa
22.0000 bra 0.7629 cfs
26.0000 hra 0.0000 cfs
Peak Time and Flow
12.1000 bra 64.2069 cfa
a.
r
—., TR-55 Tabular Hydrograph Method
Input Summary
Description
r DEVELOPED BASIN G - 10 YEAR FLOWS
Rainfall Distribution Type II
Ia/P Interpolation On
Total Area 1.9064 ac
rPeak Time 12.4000 hrs
Peak Flow 3.8716 cfs
Given Input Data:
r
Subarea D/S Subareas Area CN Tc Tt Rainfall
Description (ac) (hrs) (hrs) (in)
r„ G1 1.0138 92 0.3521 0.0600 3.2000
G2 G1 0.8926 92 0.4094 0.0000 3.2000
Support Data:
Subarea Name: G1, Row: 1
Shallow Concentrated Flow
r
Description
Surface Unpaved
Flow Length 914.5394 ft
Watercourse Slope 0.0020 ft/ft
if velocity 0.7216 fps
Computed Shallow flow time > 0.3521 hrs
Messages:
Info: Time of Concentration rounded to 0.4000 hrs in row <1>.
.�'�. Info: Time of Concentration rounded to 0.5000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
***************************
Total Time of Concentration > 0.3521 hrs
♦***************************
Channel Flow
... Description
Flow Area 6.7540 ft2
Wetted Perimeter 113.0000 in
Flow Length 605.8837 ft
Channel Slope 0.0050 ft/ft
^ Manning's n 0.0300
Hydraulic radius 8.6069 in
velocity 2.8065 fps
Computed Channel flow time > 0.0600 hrs
... Messages:
Info: Time of Concentration rounded to 0.4000 hrs in row <1>.
Info: Time of Concentration rounded to 0.5000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
Total Time of Travel > 0.0600 hrs
*********************
^ Subarea Name: G2, Row: 2
Shallow Concentrated Flow
r Description
Surface Unpaved
Flow Length 1366.2022 ft
Watercourse Slope 0.0033 ft/ft
re
r
•
i" Velocity 0.9269 fps
Computed Shallow flow time > 0.4094 hrs
Messages:
Info: Time of Concentration rounded to 0.4000 hrs in row <1>.
r Info: Time of Concentration rounded to 0.5000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
***************************
Total Time of Concentration > 0.4094 hrs
Messages:
Info: Time of Concentration rounded to 0.4000 hrs in row <1>.
r Info: Time of Concentration rounded to 0.5000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
r
r"
r
lwr
a.
r
r
r
TR-55 Tabular Data
61
11.0000 hrs 0.0670 cfa
11.3000 bra 0.0931 cfa
11.6000 bra 0.1340 cfa
11.9000 bra 0.520 cfa
12.0000 bra 0.5250 cfa
12.1000 hra 1.0091 cfs
12.2000 hra 1.7426 cfs
P"' 12.3000 hrs 2.2043 cfs
12.4000 hrs 2.1373 cfs
12.5000 bra 1.1096 cfa
12.6000 bra 1.1096 cfs
12.7000 bra 0.8043 cfa
13.0000 bra 0.6069 cfa
!• 13.0000 hra 0.3812 cfa
13.2000 hra 0.2867 cfs
13.4000 hrs 0.2346 cfa
13.6000 bra 0.2048 cfs
13.8000 hra 0.1824 cfs
14.0000 hrs 0.1638 cfs
P` 14.3000 hra 0.1415 cfa
14.6000 hra 0.1266 cfs
15.0000 hrs 0.1154 cfa
15.5000 hrs 0.1043 cfs
16.0000 hrs 0.0931 cfs
16.5000 hra 0.0819 cfs
17.0000 hra 0.0782 cfs
17.5000 hra 0.0745 cfs
18.0000 bra 0.0670 cfs
19.0000 bra 0.0596 cfa
20.0000 hrs 0.0521 cfs
22.0000 hra 0.0447 cfa
'.., 26.0000 hrs 0.0000 cfa
G2
11.0000 bra 0.0557 cfa
11.3000 bra 0.0754 cfa
11.6000 Ara 0.1049 cfa
11.9000 bra 0.1869 cfa
12.0000 bra 0.3082 cfs
12.1000 hra 0.5573 cfs
12.2000 hrs 1.0098 cfs
12.3000 bre 1.5311 cfa
^r^ 12.4000 bra 1.7343 cfa
12.5000 hrs 1.6622 cfs
12.6000 hrs 1.3180 cfa
12.1000 his 0.9737 cfa
12.8000 hrs 0.7409 cfs
13.0000 hrs 0.4590 cfs
4w`. 13.2000 hra 0.3147 cfs
13.4000 hrs 0.2426 cfs
13.6000 hrs 0.2000 cfs
13.8000 hrs 0.1738 cfa
14.0000 bra 0.1541 cfa
14.3000 bra 0.1344 cfa
'.. 14.6000 hra 0.1180 cfs
15.0000 hrs 0.1049 cfs
15.5000 hra 0.0951 cfa
16.0000 hra 0.0852 cfa
16.5000 hra 0.0754 cfs
17.0000 bra 0.0688 cfa
na 17.5000 bra 0.0656 cfa
18.0000 hrs 0.0623 cfs
19.0000 hra 0.0525 cfs
20.0000 hrs 0.0459 cfa
22.0000 hrs 0.0393 cfs
26.0000 bra 0.0000 cfs
Total Flow Values
11.0000 hr. 0.1228 cfa
11.3000 bra 0.1685 cfa
11.6000 bra 0.2390 cfa
11.9000 bra 0.8332 cfa
12.0000 bra 0.8332 cfs
12.1000 bra 1.5664 cfa
12.2000 bra 2.7524 cfs
12.4000 bra 3.7353 cfs
12.4000 bra 3.2670 cfs
12.5000 hrs 3.2670 cfa
*'. 12.6000 Ara 1.4780 cfa
12.8000 hra 1.3479 cfs
12.8000 hra 1.3479 cfs
13.0000 hra 0.8462 cfs
13.2000 hrs 0.6014 cfs
13.4000 hra 0.4772 cfa
►* 13.6000 bra 0.4048 cfa
b 14.0000 bra 0.3562 cfa
14.0000 hrs 0.2779 cfa
14.3000 bra 0.2446 cfa
14.6000 bra 0.2446 cfs
15.0000 hra 0.2203 cfs
4.w
15.5000 hrs 0.1993 cfa
16.0000 hrs 0.1183 cfa
+ ‘ 16.5000 hrs 0.1573 cfs
17.0000 hrs 0.1470 cfa
17.5000 hrs 0.1400 cfs
18.0000 hra 0.1293 cfa
19.0000 hrs 0.112D cfs
20.0000 hrs 0.0980 cfa
22.0000 hrs 0.0840 cfs
26.0000 hrs 0.0000 cfa
Peak Time and Flow
12.4000 hrs 3.8716 cfa
pa
pa
a,
r-
p.
•,,� TR-55 Tabular Hydrograph Method
Input Summary
Description
r+ DEVELOPED BASIN G - 100 YEAR FLOWS
Rainfall Distribution Type II
Ia/P Interpolation On
Total Area 1.9064 ac
n
Peak Time 12.4000 hrs
Peak Flow 6.8962 cfs
Given Input Data:
Subarea D/S Subareas Area CN Tc Tt Rainfall
Description (ac) (hrs) (hrs) (in)
^ G1 1.0138 92 0.3521 0.0600 5.1000
G2 G1 0.8926 92 0.4094 0.0000 5.1000
Support Data:
!^ Subarea Name: G1, Row: 1
Shallow Concentrated Flow
Description
Surface Unpaved
Flow Length 914.5394 ft
Watercourse Slope 0.0020 ft/ft
Velocity 0.7216 fps
Computed Shallow flow time > 0.3521 hrs
Messages:
Info: Time of Concentration rounded to 0.4000 hrs in row <1>.
Info: Time of Concentration rounded to 0.5000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
Total Time of Concentration > 0.3521 hrs
n ::::::::::>:::::::******::::
Channel Flow
Description
Flow Area 6.7540 ft2
Wetted Perimeter 113.0000 in
Flow Length 605.8837 ft
Channel Slope 0.0050 ft/ft
Manning's n 0.0300
Hydraulic radius 8.6069 in
Velocity 2.8065 fps
Computed Channel flow time > 0.0600 hrs
�.,. Messages:
Info: Time of Concentration rounded to 0.4000 hrs in row <1>.
Info: Time of Concentration rounded to 0.5000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
Total Time of Travel > 0.0600 hrs
- Subarea Name: G2, Row: 2
Shallow Concentrated Flow
'u'm Description
Surface Unpaved
Flow Length 1366.2022 ft
Watercourse Slope 0.0033 ft/ft
Velocity 0.9269 fps
Computed Shallow flow time > 0.4094 hrs
Messages:
Info: Time of Concentration rounded to 0.4000 hrs in row <1>.
^ Info: Time of Concentration rounded to 0.5000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
Op„ Total Time of Concentration > 0.4094 hrs
******••*******t************
Messages:
Info: Time of Concentration rounded to 0.4000 hrs in row <1>.
Info: Time of Concentration rounded to 0.5000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
r'
^
^
►+
I^
I^
Ism
n
r
"..
^
TR-55 Tabular Data
a\
01
11
11.0000 bra 0.1194 cfa
11.3000 hrs 0.1658 cfs
11.6000 hrs 0.2388 cfa
11.9000 hrs 0.5107 cfa
12.0000 bra 0.9352 cfs
12.1000 bra 1.7974 cfs
12.2000 hrs 3.1039 cfs
12.3000 bra 3.9263 cfs
12.4000 hrs 3.8069 cfa
12.5000 his 2.8585 cfs
12.6000 his 1.9764 cfs
12.7000 hrs 1.4326 cfa
12.8000 hrs 1.0811 cfa
13.0000 bra 0.6898 cfs
13.2000 hrs 0.5107 cfa
13.4000 bra 0.4178 cfa
13.6000 lira 0.3648 cfs
13.8000 his 0.3250 cfs
14.0000 hrs 0.2918 cfa
Pew 14.3000 bra 0.2520 cfs
14.6000 hrs 0.2255 cfs
15.0000 hrs 0.2056 cfs
15.5000 Ars 0.1057 cfa
16.0000 hrs 0.1658 cfs
16.5000 hrs 0.1459 cfs
a.w 17.0000 hrs 0.1393 cfs
17.5000 hrs 0.1326 cfs
18.0000 hrs 0.1194 cfs
19.0000 hrs 0.1061 cfa
20.0000 bra 0.0929 cfs
22.0000 bra 0.0796 cfs
w.a 26.0000 hrs 0.0000 cfa
02
11.0000 ha" 0.0993 cfs
11.3000 hrs 0.1343 cfa
11.6000 hrs 0.1869 cfa
11.9000 hrs 0.3329 cfs
12.0000 bra 0.5489 cfa
12.1000 hrs 0.9928 cfa
12.2000 bra 1.7986 cfs
12.3000 hrs 2.7272 cfs
war^ 12.4000 hrs 3.0892 cfs
12.5000 bra 2.9607 cfa
12.6000 hrs 2.3476 cfs
12.7000 hrs 1.7344 cfs
12.8000 hrs 1.3198 cfs
13.0000 Ars 0.6176 cfa
wan 13.2000 hrs 0.5606 cfs
13.4000 hrs 0.4321 cfs
13.6000 bra 0.3562 cfa
13.8000 bra 0.3095 cfs
14.0000 hrs 0.2745 cfa
14.3000 hrs 0.2394 cfa
14.6000 hrs 0.2102 cfa
15.0000 hrs 0.1869 cfa
15.5000 hrs 0.1694 cfa
16.0000 hrs 0.1518 cfa
16.5000 bre 0.1343 cfs
17.0000 hrs 0.1226 cfs
saw 17.5000 his 0.1168 cfs
18.0000 hrs 0.1110 cfa
19.0000 his 0.0934 cfa
20.0000 his 0.0818 cfa
22.0000 his 0.0701 cfs
26.0000 his 0.0000 cfs
Total Flow Values
11.0000 hrs 0.2187 cfa
11.3000 hrs 0.3001 cfa
11.6000 hrs 0.4256 cfa
11.9000 hrs 0.8436 cfa
r 12.0000 hrs 1.4841 cfs
12.1000 hrs 2.7901 cfa
12.2000 hrs 4.9026 cfa
12.3000 bra 6.6535 cfs
12.4000 hrs 6.8962 cfs
12.5000 hrs 5.8193 cfa
12.6000 hrs 4.3240 cfa
12.7000 hrs 3.1670 cfa
12.8000 hrs 2.4008 cfa
13.0000 Ars 1.5073 cfa
13.2000 hrs 1.0713 cfs
13.4000 hrs 0.8500 cfs
r 13.6000 his 0.7210 cfa
13.0000 bra 0.6345 cfa
14.0000 bra 0.5663 cfa
�., 14.3000 hrs 0.4915 cfa
14.6000 hrs 0.4357 cfs
15.0000 hrs 0.3925 cfa
r
r
r 15.5000 hrs 0.3551 cfs
16.0000 hrs 0.3176 cfs
16.5000 hra 0.2802 cfs
17.0000 hrs 0.2619 cfs
17.5000 hra 0.2494 cfs
18.0000 hra 0.2303 cfs
19.0000 hrs 0.1996 cfs
20.0000 hra 0.1746 cfs
22.0000 hra 0.1497 cfs
26.0000 Ars 0.0000 cfs
Pam Peak Time and Flow
12.4000 hra 6.8962 cfs
n
n
MEW
r
r
•••••, TR-55 Tabular Hydrograph Method
Input Summary
Description
DEVELOPED BASIN H - 10 YEAR FLOWS
Rainfall Distribution Type II
Ia/P Interpolation On
Total Area 1.3168 ac
Peak Time 12.1000 hrs
Peak Flow 4.8847 cfs
Given Input Data:
Subarea D/S Subareas Area CN Tc Tt Rainfall
Description (ac) (hrs) (hrs) (in)
H1 0.9599 92 0.1329 0.0378 3.2000
H2 H1 0.3569 92 0.0394 0.0000 3.2000
Support Data:
^ Subarea Name: H1, Row: 1
Shallow Concentrated Flow
Description
Surface Unpaved
Flow Length 540.3749 ft
Watercourse Slope 0.0049 ft/ft
- Velocity 1.1294 fps
Computed Shallow flow time > 0.1329 hrs
Messages:
Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
*****4*********************
Total Time of Concentration > 0.1329 hrs
mom ***4***********4************
Channel Flow
,.,, Description
Flow Area 6.7500 ft2
Wetted Perimeter 113.0000 in
Flow Length 540.3749 ft
Channel Slope 0.0100 ft/ft
Manning's n 0.0300
Hydraulic radius 8.6018 in
Velocity 3.9674 fps
Computed Channel flow time > 0.0378 hrs
,.. Messages:
Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
►^ 4444*************4**
Total Time of Travel > 0.0378 hrs
*********************
n Subarea Name: H2, Row: 2
Shallow Concentrated Flow
Description
Surface Unpaved
Flow Length 228.6054 ft
Watercourse Slope 0.0100 ft/ft
r
r- Velocity 1.6135 fps
Computed Shallow flow time > 0.0394 hrs
Messages:
Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
!o^ Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
***************************
Total Time of Concentration > 0.0394 hrs
****************************
Messages:
Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
r- Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
r
!Park
P^
r'^
r"
r-
! TR-55 Tabular Data
HI
11.0000 bra 0.0846 cfs
11.3000 bra 0.1199 cfa
11.6000 bra 0.1869 cfa
11.9000 bra 1.1715 cfs
12.0000 hrs 2.2810 cfs
12.1000 hra 3.5608 cfs
12.2000 bra 2.2140 cfa
12.3000 hrs 0.1650 cfa
r 12.4000 hra 0.5183 cfs
12.5000 bra 0.4336 cfa
12.6000 bre 0.3667 cfa
12.7000 hrs 0.3032 cfa
12.8000 hra 0.2679 cfs
13.0000 bra 0.2327 cfa
13.2000 bra 0.2010 cfs
13.4000 bra 0.1790 cfs
13.6000 bra 0.1622 cfa
13.8000 hra 0.1481 cfs
14.0000 hra 0.1340 cfs
'.w 14.3000 his 0.1199 cfs
14.6000 his 0.1128 cfs
15.0000 hra 0.1022 cfa
15.5000 hra 0.0917 cfs
16.0000 hrs 0.0811 cfa
16.5000 hrs 0.0740 cfs
/ww 17.0000 hra 0.0705 cfs
17.5000 hrs 0.0670 cfa
18.0000 his 0.0635 cfa
19.0000 hrs 0.0529 cfa
20.0000 hrs 0.0458 cfs
22.0000 his 0.0423 cfa
iw. 26.0000 hra 0.0000 cfa
H2
11.0000 bra 0.0315 cfa
11.3000 hrs 0.0446 cfa
rww 11.6000 bra 0.0695 cfa
11.9000 bre 0.4378 cfs
12.0000 hrs 0.8481 cfs
12.1000 hrs 1.3239 cfa
12.2000 hrs 0.0232 cfa
12.3000 Ars 0.2844 cfa
12.4000 Ara 0.1927 cfa
12.5000 bra 0.1612 cfs
12.6000 hra 0.1363 cfa
12.7000 his 0.1127 cfs
12.8000 his 0.0996 cfa
13.0000 hra 0.0865 cfa
13.2000 his 0.0747 cfa
13.4000 bra 0.0668 cfa
13.6000 his 0.0603 cfa
13.8000 bra 0.0551 cfs
14.0000 hra 0.0498 cfa
14.3000 hra 0.0446 cfa
14.6000 hrs 0.0419 cfs
15.0000 hrs 0.0380 cfs
15.5000 hra 0.0341 cfs
16.0000 bra D.0301 cfs
16.5000 bra 0.0275 cfs
17.0000 Are 0.0262 cfa
a-• 17.5000 hra 0.0249 cfs
18.0000 hra 0.0236 cfa
19.0000 hra 0.0197 cfs
20.0000 hra 0.0170 cfs
22.0000 hrs 0.0157 cfs
26.0000 hra 0.0000 cfs
Total Flow Values
11.0000 hrs 0.1161 cfa
11.3000 hrs 0.1644 cfs
11.6000 hrs 0.2563 cfa
11.9000 hra 1.6153 cfa
r 12.0000 hra 3.1291 cfa
12.1000 hra 4.0341 cfa
12.2000 hra 3.0372 cfa
12.3000 bra 1.0495 cfa
12.4000 bra 0.7109 cfs
12.5000 hrs 0.5949 cfs
P.m 12.6000 hra 0.5030 cfa
12.1000 hra 0.4159 cfa
12.0000 hrs 0.3676 cfs
13.0000 hra 0.3192 cfa
13.2000 hrs 0.2757 cfs
13.4000 bra 0.2467 cfa
f^ 13.6000 bra 0.2225 cfs
13.8000 bra 0.2031 cfs
14.0000 hrs 0.1838 cfa
14.3000 hrs 0.1644 cfa
14.6000 hrs 0.1548 cfs
15.0000 hrs 0.1403 cfa
r—
r
a^ 15.5000 bra 0.1257 cfs
16.0000 him 0.1112 cfs
16.5000 hrs 0.1016 cfa
17.0000 hrs 0.0967 cfs
17.5000 him 0.0919 cfs
18.0000 hrs 0.0811 cfs
19.0000 him 0.0725 cfs
20.0000 hrs 0.0629 cfs
22.0000 hrs 0.0580 cfs
26.0000 hrs 0.0000 cfs
Peak Time and Flow
ms 12.1000 hrs 4.8647 cfs
f".
4A
n
�f\
P'•
1O.
a'
m—
TR-55 Tabular Hydrograph Method
Input Summary
Description
r.. DEVELOPED BASIN H - 100 YEAR FLOWS
Rainfall Distribution Type II
Ia/P Interpolation On
Total Area 1.3168 ac
("' Peak Time 12.1000 hrs
Peak Flow 6.6792 cfs
Given Input Data:
Subarea D/S Subareas Area CN Tc Tt Rainfall
Description (ac) (hrs) (hrs) (in)
H1 0.9599 92 0.1329 0.0378 4.1000
^ H2 H1 0.3569 92 0.0394 0.0000 4.1000
Support Data:
P" Subarea Name: H1, Row: 1
Shallow Concentrated Flow
^
Description
Surface Unpaved
Flow Length 540.3749 ft
Watercourse Slope 0.0049 ft/ft
Velocity 1.1294 fps
Computed Shallow flow time > 0.1329 hrs
Messages:
Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
��.., Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
***************************
Total Time of Concentration > 0.1329 hrs
^ ****************************
Channel Flow
^ Description
Flow Area 6.7500 ft2
Wetted Perimeter 113.0000 in
Flow Length 540.3749 ft
Channel Slope 0.0100 ft/ft
^ Manning's n 0.0300
Hydraulic radius 8.6018 in
Velocity 3.9674 fps
Computed Channel flow time > 0.0378 hrs
Messages:
Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
^ ********************
Total Time of Travel > 0.0378 hrs
*********************
r Subarea Name: H2, Row: 2
Shallow Concentrated Flow
^ Description
Surface Unpaved
Flow Length 228.6054 ft
Watercourse Slope 0.0100 ft/ft
^
r-
^ Velocity 1.6135 fps
Computed Shallow flow time > 0.0394 hrs
�' Messages:
Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
r.. Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
♦**************************
Total Time of Concentration > 0.0394 hrs
r^ *************qtr************
Messages:
Info: Time of Concentration rounded to 0.1000 hrs in row <1>.
r+ Info: Time of Concentration rounded to 0.1000 hrs in row <2>.
Info: Time of Travel rounded to 0.0000 hrs in row <2>.
r-
^
^
r+
n.
^
^
r"'"
r,
r
TR-55 Tabular Data
w5
1]
11.0000 bra 0.1157 cfa
11.3000 bra 0.1639 cfa
11.6000 bra 0.2555 cfa
11.9000 bra 1.6101 as
12.0000 hrs 3.1190 cfa
12.1000 bra 3.0289 cfs
12.2000 bra 1.0261 cfa
12.3000 Are 1.0961 cfs
r 12.9000 bra 0.7086 cfa
12.5000 bra 0.5930 cfs
12.6000 bra 0.5014 cfa
12.7000 bre 0.4146 cfa
12.8000 hre 0.3664 cfa
13.0000 bra 0.3182 cfs
13.2000 bra 0.2748 cfa
13.4000 bra 0.2459 cfs
13.6000 bra 0.2218 cfa
13.8000 bra 0.2025 cfs
14.0000 bra 0.1832 cfa
14.3000 bra 0.1639 cfa
14.6000 hrs 0.1543 cfa
15.0000 Ars 0.1398 cfa
15.5000 bra 0.1253 cfa
16.0000 hrs 0.1109 cfs
16.5000 bra 0.1012 cfa
17.0000 hrs 0.0964 cfs
17.5000 bra 0.0916 cfa
18.0000 bra 0.0868 cfs
19.0000 bra 0.0723 cfa
20.0000 hrs 0.0627 cfa
22.0000 bra 0.0578 cfa
r 26.0000 hrs 0.0000 cfa
112
11.0000 bra 0.0430 cfs
11.3000 hrs 0.0609 cfa
11.6000 bra 0.0950 cfs
11.9000 bra 0.5986 cfa
12.0000 bra 1.1596 cfs
12.1000 bra 1.8102 cfa
12.2000 bra 1.1256 cfa
12.3000 bra 0.3889 cfa
�. 32.4000 hrs 0.2635 cfs
12.5000 hrs 0.2205 cfs
12.6000 hrs 0.1864 cfa
12.7000 hrs 0.1541 cfs
12.8000 bra 0.1362 cfs
13.0000 bra 0.1183 cfs
r 13.2000 hrs 0.1022 cfa
13.4000 hrs 0.0914 cfs
13.6000 hrs 0.0824 cfa
13.8000 his 0.0753 cfa
14.0000 bra 0.0681 cfs
14.3000 hrs 0.0609 cfa
14.6000 bra 0.0574 cfa
15.0000 bra 0.0520 cfa
15.5000 Ara 0.0466 cfs
16.0000 bra 0.0412 cfs
16.5000 bra 0.0376 cfs
17.0000 bra 0.0358 cfa
17.5000 bra 0.0341 cfa
18.0000 bra 0.0323 cfa
19.0000 hrs 0.0269 cfa
20.0000 hrs 0.0233 cfa
22.0000 hrs 0.0215 cfa
26.0000 bra 0.0000 cfs
rTotal Flow Values
11.0000 bra 0.1587 cfa
11.3000 bra 0.2248 cfa
11.6000 bra 0.3505 cfe
11.9000 hrs 2.2088 cfa
7 12.0000 bra 4.2786 cfa
12.1000 Ara 6.6792 cfa
12.2000 bra 4.1530 cfa
12.3000 bra 1.4350 cfa
12.9000 hrs 0.9721 cfa
12.5000 Are 0.8134 cfa
12.6000 bra 0.6878 cfa
12.7000 hrs 0.5687 cfa
12.8000 bre 0.5026 cfa
13.0000 hrs 0,4365 cfs
13.2000 hrs 0.3769 cfa
13.4000 hrs 0.3313 cfa
13.6000 bra 0.3042 cfs
13.8000 bra 0.2777 cfs
14.0000 bra 0.2513 cfa
4'1 14.3000 tits 0.2248 cfa
14.6000 hrs 0.2116 cfa
15.0000 hrs 0.1918 cfa
r
n
►'e 15.5000 hrs 0.1719 cfa
16.0000 hrs 0.1521 cfs
16.5000 hrs 0.1389 cfs
17.0000 hrs 0.1323 cfs
17.5000 hrs 0.1256 cfs
18.0000 hta 0.1190 cfs
19.0000 hrs 0.0992 cfs
20.0000 hrs 0.0860 cfs
22.0000 Ara 0.0794 cfs
26.0000 hra 0.0000 cfs
Peak Time and Flow
t^ 12.1000 hrs 6.6792 cfs
aaa
r-
7
r
r
a••
r
a-e
r
Pond 1
Storage Indication Method
P.
Given Input Data:
File E:\drawings\sdskjfm\98-162\hd\l.sim
Description
r Time increment 0.1000 hrs
Input Files:
Pre-Dev Hydrograph curve ..
r Post-Dev Hydrograph curve . E:\drawings\sdskjfm\98-162\hd\pondlin.hdc
Stage-Storage curve E:\drawings\sdskjfm\98-162\hd\1.ssc
Stage-Discharge curve E:\drawings\sdskjfm\98-162\hd\l.sdc
Output Data:
r Routed Peak Flow 25.8738 cfs
Routed Peak Time 14.1000 hrs
Post-Developed Peak Flow 90.6784 cfs
Post-Developed Peak Time 12.2000 hrs
r• Support Calculations:
Time Inflow (I1+I2)/2 H1 S1-(O1/2)T S2+(O212)T H2 Outflow
r hrs cfs acft ft acft acft ft cfs
11.0000 2.6827 0.0111 0.0000 0.0000 0.0111 4835.0172 0.0402
11.1000 3.0311 0.0236 4835.0172 0.0107 0.0343 4835.0533 0.1247
pw 11.2000 3.3794 0.0265 4835.0533 0.0333 0.0598 4835.0928 0.2171
11.3000 3.7277 0.0294 4835.0928 0.0580 0.0874 4835.1356 0.2468
11.4000 4.2920 0.0331 4835.1356 0.0853 0.1184 4835.1839 0.2642
11.5000 4.8563 0.0378 4835.1839 0.1163 0.1540 4835.2391 0.2825
11.6000 5.4206 0.0424 4835.2391 0.1517 0.1942 4835.3014 0.3023
r^ 11.7000 10.3059 0.0650 4835.3014 0.1917 0.2566 4835.3984 0.3303
11.8000 15.1912 0.1053 4835.3984 0.2539 0.3592 4835.5576 0.3715
11.9000 20.0764 0.1457 4835.5576 0.3561 0.5018 4835.7790 0.4224
12.0000 37.4934 0.2378 4835.7790 0.4983 0.7361 4836.0573 0.4787
r, 12.1000 82.8726 0.4972 4836.0573 0.7321 1.2293 4836.3646 0.5341
12.2000 90.6784 0.7168 4836.3646 1.2249 1.9417 4836.8085 0.6052
12.3000 85.9902 0.7297 4836.8085 1.9367 2.6664 4837.2028 0.6619
12.4000 84.4162 0.7038 4837.2028 2.6609 3.3648 4837.5422 0.7071
12.5000 80.5834 0.6815 4837.5422 3.3589 4.0404 4837.8706 0.7482
r' 12.6000 72.1796 0.6310 4837.8706 4.0343 4.6652 4838.1408 8.8471
12.7000 62.7463 0.5573 4838.1408 4.5921 5.1494 4838.3310 21.6132
12.8000 55.0896 0.4867 4838.3310 4.9709 5.4576 4838.4520 22.5524
12.9000 50.0018 0.4341 4838.4520 5.2713 5.7054 4838.5493 23.2801
I'm13.0000 44.9425 0.3922 4838.5493 5.5131 5.9052 4838.6278 23.8512
13.1000 41.8715 0.3586 4838.6278 5.7082 6.0668 4838.6912 24.3037
13.2000 38.8354 0.3333 4838.6912 5.8660 6.1993 4838.7433 24.6661
13.3000 36.8063 0.3124 4838.7433 5.9956 6.3080 4838.7859 24.9617
13.4000 34.8025 0.2958 4838.7859 6.1018 6.3976 4838.8211 25.2014
r 13.5000 33.2474 0.2811 4838.8211 6.1894 6.4705 4838.8497 25.3943
13.6000 31.7160 0.2683 4838.8497 6.2607 6.5290 4838.8727 25.5492
13.7000 30.3988 0.2566 4838.8727 6.3180 6.5745 4838.8906 25.6696
13.8000 29.1466 0.2459 4838.8906 6.3625 6.6084 4838.9039 25.7587
„�. 13.9000 28.1049 0.2365 4838.9039 6.3956 6.6321 4838.9132 25.8197
14.0000 27.0682 0.2279 4838.9132 6.4188 6.6467 4838.9189 25.8574
14.1000 26.1903 0.2200 4838.9189 6.4331 6.6531 4838.9214 25.8738
14.2000 25.3683 0.2130 4838.9214 6.4393 6.6523 4838.9211 25.8718
14.3000 24.5924 0.2064 4838.9211 6.4386 6.6449 4838.9182 25.8528
r" 14.4000 23.9593 0.2005 4838.9182 6.4314 6.6319 4838.9131 25.8192
14.5000 23.3670 0.1955 4838.9131 6.4186 6.6141 4838.9061 25.7733
14.6000 22.8084 0.1907 4838.9061 6.4012 6.5919 4838.8974 25.7156
14.7000 22.3599 0.1866 4838.8974 6.3795 6.5660 4838.8873 25.6472
r. 14.8000 21.9378 0.1830 4838.8873 6.3542 6.5371 4838.8759 25.5707
14.9000 21.5443 0.1796 4838.8759 6.3259 6.5055 4838.8635 25.4870
15.0000 21.1738 0.1764 4838.8635 6.2949 6.4714 4838.8501 25.3968
15.1000 20.8513 0.1736 4838.8501 6.2616 6.4352 4838.8359 25.3009
15.2000 20.5460 0.1710 4838.8359 6.2262 6.3972 4838.8209 25.2003
r-
r 15.3000 20.2544 0.1685 4838.8209 6.1890 6.3575 4838.8054 25.0954
15.4000 19.9739 0.1662 4838.8054 6.1502 6.3164 4838.7892 24.9844
15.5000 19.7023 0.1639 4838.7892 6.1100 6.2738 4838.7725 24.8688
15.6000 19.4668 0.1618 4838.7725 6.0684 6.2302 4838.7554 24.7501
r 15.7000 19.2372 0.1599 4838.7554 6.0257 6.1856 4838.7379 24.6288
15.8000 19.0125 0.1580 4838.7379 5.9821 6.1401 4838.7200 24.5051
15.9000 18.7916 0.1561 4838.7200 5.9377 6.0938 4838.7018 24.3792
16.0000 18.5738 0.1543 4838.7018 5.8925 6.0468 4838.6834 24.2477
16.1000 18.3759 0.1526 4838.6834 5.8465 5.9991 4838.6646 24.1142
16.2000 18.1833 0.1510 4838.6646 5.7999 5.9509 4838.6457 23.9792
16.3000 17.9951 0.1494 4838.6457 5.7528 5.9022 4838.6266 23.8429
16.4000 17.8106 0.1479 4838.6266 5.7053 5.8532 4838.6073 23.7055
16.5000 17.6290 0.1464 4838.6073 5.6574 5.8037 4838.5879 23.5643
- 16.6000 17.4849 0.1450 4838.5879 5.6091 5.7541 4838.5684 23.4209
16.7000 17.3463 0.1439 4838.5684 5.5606 5.7045 4838.5489 23.2776
16.8000 17.2124 0.1427 4838.5489 5.5122 5.6550 4838.5295 23.1344
16.9000 17.0609 0.1416 4838.5295 5.4638 5.6054 4838.5100 22.9913
17.0000 16.9062 0.1403 4838.5100 5.4155 5.5558 4838.4905 22.8456
n.
17.1000 16.7854 0.1392 4838.4905 5.3671 5.5062 4838.4711 22.6976
17.2000 16.6737 0.1382 4838.4711 5.3187 5.4569 4838.4517 22.5504
17.3000 16.5686 0.1373 4838.4517 5.2706 5.4079 4838.4325 22.4041
17.4000 16.4683 0.1365 4838.4325 5.2229 5.3593 4838.4134 22.2589
r' 17.5000 16.3717 0.1356 4838.4134 5.1754 5.3111 4838.3944 22.1134
17.6000 16.2772 0.1349 4838.3944 5.1284 5.2633 4838.3757 21.9654
17.7000 16.1851 0.1341 4838.3757 5.0818 5.2159 4838.3571 21.8189
17.8000 16.0949 0.1333 4838.3571 5.0357 5.1690 4838.3386 21.6737
r^ 17.9000 16.0064 0.1326 4838.3386 4.9899 5.1225 4838.3204 21.5300
18.0000 15.9193 0.1319 4838.3204 4.9447 5.0765 4838.3023 21.3877
18.1000 15.8238 0.1311 4838.3023 4.8999 5.0310 4838.2844 21.2420
18.2000 15.7272 0.1303 4838.2844 4.8555 4.9858 4838.2667 21.0968
18.3000 15.6297 0.1295 4838.2667 4.8115 4.9411 4838.2491 20.9530
r, 18.4000 15.5320 0.1287 4838.2491 4.7680 4.8967 4838.2317 20.8103
18.5000 15.4342 0.1279 4838.2317 4.7248 4.8527 4838.2144 20.6689
18.6000 15.3365 0.1271 4838.2144 4.6819 4.8090 4838.1973 20.0142
18.7000 15.2392 0.1263 4838.1973 4.6437 4.7700 4838.1820 16.9823
ra 18.8000 15.1423 0.1255 4838.1820 4.6297 4.7552 4838.1761 15.8330
18.9000 15.0458 0.1247 4838.1761 4.6244 4.7491 4838.1737 15.3590
19.0000 14.9498 0.1239 4838.1737 4.6222 4.7461 4838.1726 15.1273
19.1000 14.8660 0.1231 4838.1726 4.6211 4.7443 4838.1719 14.9866
19.2000 14.7848 0.1225 4838.1719 4.6205 4.7430 4838.1713 14.8832
r• 19.3000 14.7054 0.1218 4838.1713 4.6200 4.7418 4838.1709 14.7946
19.4000 14.6275 0.1212 4838.1709 4.6196 4.7408 4838.1705 14.7124
19.5000 14.5505 0.1205 4838.1705 4.6192 4.7397 4838.1701 14.6332
19.6000 14.4744 0.1199 4838.1701 4.6189 4.7387 4838.1697 14.5558
19.7000 14.3990 0.1193 4838.1697 4.6185 4.7378 4838.1693 14.4794
19.8000 14.3242 0.1186 4838.1693 4.6181 4.7368 4838.1689 14.4038
19.9000 14.2499 0.1180 4838.1689 4.6178 4.7358 4838.1685 14.3289
20.0000 14.1762 0.1174 4838.1685 4.6175 4.7349 4838.1682 14.2546
20.1000 14.1242 0.1169 4838.1682 4.6171 4.7340 4838.1678 14.1876
P.'. 20.2000 14.0763 0.1165 4838.1678 4.6168 4.7333 4838.1675 14.1316
20.3000 14.0313 0.1161 4838.1675 4.6165 4.7326 4838.1673 14.0817
20.4000 13.9888 0.1157 4838.1673 4.6163 4.7320 4838.1671 14.0357
20.5000 13.9480 0.1154 4838.1671 4.6161 4.7315 4838.1668 13.9925
ea20.6000 13.9087 0.1151 4838.1668 4.6159 4.7310 4838.1666 13.9513
20.7000 13.8706 0.1147 4838.1666 4.6157 4.7304 4838.1664 13.9118
20.8000 13.8336 0.1144 4838.1664 4.6155 4.7300 4838.1662 13.8735
20.9000 13.7974 0.1141 4838.1662 4.6153 4.7295 4838.1660 13.8363
21.0000 13.7620 0.1138 4838.1660 4.6152 4.7290 4838.1659 13.8000
P^ 21.1000 13.7274 0.1135 4838.1659 4.6150 4.7286 4838.1657 13.7645
21.2000 13.6933 0.1133 4838.1657 4.6148 4.7281 4838.1655 13.7298
21.3000 13.6597 0.1130 4838.1655 4.6147 4.7277 4838.1653 13.6956
21.4000 13.6266 0.1127 4838.1653 4.6145 4.7272 4838.1652 13.6620
21.5000 13.5940 0.1124 4838.1652 4.6144 4.7268 4838.1650 13.6289
21.6000 13.5619 0.1122 4838.1650 4.6142 4.7264 4838.1648 13.5962
21.7000 13.5302 0.1119 4838.1648 4.6141 4.7260 4838.1647 13.5641
21.8000 13.4990 0.1116 4838.1647 4.6139 4.7256 4838.1645 13.5324
21.9000 13.4683 0.1114 4838.1645 4.6138 4.7252 4838.1644 13.5011
r- 22.0000 13.4379 0.1111 4838.1644 4.6136 4.7248 4838.1642 13.4703
22.1000 13.3722 0.1107 4838.1642 4.6135 4.7242 4838.1640 13.4285
a 22.2000 13.3009 0.1102 4838.1640 4.6133 4.7235 4838.1637 13.3695
22.3000 13.2259 0.1096 4838.1637 4.6130 4.7226 4838.1633 13.3015
n
s.
I" 22.4000 13.1481 0.1089 4838.1633 4.6127 4.7216 4838.1630 13.2280
22.5000 13.0684 0.1083 4838.1630 4.6124 4.7207 4838.1626 13.1512
^' 22.6000 12.9873 0.1076 4838.1626 4.6120 4.7196 4838.1622 13.0721
22.7000 12.9052 0.1069 4838.1622 4.6117 4.7186 4838.1618 12.9914
22.8000 12.8223 0.1063 4838.1618 4.6113 4.7175 4838.1614 12.9095
22.9000 12.7389 0.1056 4838.1614 4.6109 4.7165 4838.1609 12.8268
23.0000 12.6550 0.1049 4838.1609 4.6105 4.7154 4838.1605 12.7435
23.1000 12.5708 0.1042 4838.1605 4.6101 4.7143 4838.1601 12.6597
23.2000 12.4863 0.1035 4838.1601 4.6097 4.7132 4838.1597 12.5756
^ 23.3000 12.4017 0.1028 4838.1597 4.6094 4.7122 4838.1592 12.4912
23.4000 12.3168 0.1021 4838.1592 4.6090 4.7111 4838.1588 12.4065
23.5000 12.2317 0.1014 4838.1588 4.6086 4.7100 4838.1584 12.3217
23.6000 12.1466 0.1007 4838.1584 4.6082 4.7089 4838.1580 12.2367
l,., 23.7000 12.0612 0.1000 4838.1580 4.6078 4.7078 4838.1575 12.1515
23.8000 11.9758 0.0993 4838.1575 4.6074 4.7067 4838.1571 12.0662
23.9000 11.8903 0.0986 4838.1571 4.6070 4.7056 4838.1567 11.9808
24.0000 11.8047 0.0979 4838.1567 4.6066 4.7045 4838.1562 11.8953
24.1000 11.7188 0.0972 4838.1562 4.6062 4.7034 4838.1558 11.8096
r 24.2000 11.6328 0.0965 4838.1558 4.6058 4.7023 4838.1554 11.7238
24.3000 11.5466 0.0957 4838.1554 4.6054 4.7012 4838.1549 11.6378
24.4000 11.4603 0.0950 4838.1549 4.6050 4.7001 4838.1545 11.5516
24.5000 11.3739 0.0943 4838.1545 4.6046 4.6989 4838.1541 11.4654
24.6000 11.2875 0.0936 4838.1541 4.6042 4.6978 4838.1536 11.3790
24.7000 11.2009 0.0929 4838.1536 4.6038 4.6967 4838.1532 11.2925
24.8000 11.1143 0.0922 4838.1532 4.6034 4.6956 4838.1527 11.2060
24.9000 11.0276 0.0915 4838.1527 4.6030 4.6945 4838.1523 11.1194
25.0000 10.9409 0.0907 4838.1523 4.6026 4.6934 4838.1519 11.0327
r.. 25.1000 10.8541 0.0900 4838.1519 4.6022 4.6923 4838.1514 10.9460
25.2000 10.7673 0.0893 4838.1514 4.6018 4.6911 4838.1510 10.8592
25.3000 10.6805 0.0886 4838.1510 4.6014 4.6900 4838.1506 10.7724
25.4000 10.5936 0.0879 4838.1506 4.6010 4.6889 4838.1501 10.6855
^., 25.5000 10.5066 0.0872 4838.1501 4.6006 4.6878 4838.1497 10.5987
25.6000 10.4197 0.0864 4838.1497 4.6002 4.6867 4838.1492 10.5117
25.7000 0.0000 0.0430 4838.1492 4.5998 4.6429 4838.1320 7.1106
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r Pond 2
Storage Indication Method
Given Input Data:
r File E:\drawings\sdskjfm\98-162\hd\2.sim
Description
Time increment 0.1000 hrs
• Input Files:
Pre-Dev Hydrograph curve ..
Post-Dev Hydrograph curve . E:\drawings\sdskjfm\98-162\hd\pond2in.hdc
Stage-Storage curve E:\drawings\sdskjfm\98-162\hd\2.ssc
Stage-Discharge curve E:\drawings\sdskjfm\98-162\hd\2.sdc
r"
Output Data:
Routed Peak Flow 30.8169 cfs
Routed Peak Time 12.3000 hrs
r- Post-Developed Peak Flow 94.8064 cfs
Post-Developed Peak Time 12.1000 hrs
Support Calculations:
or
Time Inflow (11+12)/2 81 S1-(01/2)T 32+(02/2)T 82 Outflow
hrs cfs acft ft acft acft ft cfs
r" 11.0000 1.9984 0.0083 0.0000 0.0000 0.0083 4837.0184 0.0000
11.1000 2.2757 0.0177 4837.0184 0.0083 0.0259 4837.0577 0.0000
11.2000 2.5531 0.0199 4837.0577 0.0259 0.0459 4837.1022 0.0000
11.3000 5.1533 0.0318 4837.1022 0.0459 0.0777 4837.1731 0.0000
11.4000 7.7387 0.0532 4837.1731 0.0777 0.1309 4837.2917 0.0000
11.5000 9.0257 0.0692 4837.2917 0.1309 0.2002 4837.4460 0.0000
11.6000 10.1675 0.0793 4837.4460 0.2002 0.2794 4837.6226 0.0000
11.7000 18.5683 0.1187 4837.6226 0.2794 0.3981 4837.8870 0.0000
11.8000 27.1194 0.1887 4837.8870 0.3981 0.5868 4838.1230 0.0000
P1' 11.9000 35.7577 0.2597 4838.1230 0.5868 0.8465 4838.3544 0.0000
12.0000 62.9319 0.4076 4838.3544 0.8465 1.2542 4838.7176 0.0000
12.1000 94.8064 0.6515 4838.7176 1.2542 1.9057 4839.2619 21.0958
12.2000 65.5114 0.6622 4839.2619 1.7314 2.3936 4839.6438 28.6107
r• 12.3000 33.0970 0.4073 4839.6438 2.1572 2.5645 4839.7776 30.8169
12.4000 27.6330 0.2508 4839.7776 2.3100 2.5608 4839.7746 30.7699
12.5000 25.3619 0.2189 4839.7746 2.3066 2.5255 4839.7470 30.3251
12.6000 23.3707 0.2013 4839.7470 2.2750 2.4763 4839.7085 29.7048
12.7000 21.5955 0.1857 4839.7085 2.2309 2.4166 4839.6618 28.9177
r 12.8000 20.5651 0.1741 4839.6618 2.1777 2.3519 4839.6111 28.0550
12.9000 20.0195 0.1676 4839.6111 2.1201 2.2878 4839.5609 27.1576
13.0000 19.4650 0.1631 4839.5609 2.0634 2.2265 4839.5130 26.2886
13.1000 19.0144 0.1589 4839.5130 2.0093 2.1683 4839.4674 25.4186
13.2000 18.5579 0.1552 4839.4674 1.9583 2.1135 4839.4246 24.5835
13.3000 18.2454 0.1520 4839.4246 1.9104 2.0624 4839.3846 23.7790
13.4000 17.9291 0.1494 4839.3846 1.8660 2.0154 4839.3478 22.9997
13.5000 17.6636 0.1470 4839.3478 1.8254 1.9724 4839.3141 22.2874
13.6000 17.3952 0.1448 4839.3141 1.7883 1.9331 4839.2834 21.5986
^ 13.7000 17.1718 0.1428 4839.2834 1.7547 1.8975 4839.2555 20.9451
13.8000 16.9463 0.1409 4839.2555 1.7244 1.8654 4839.2304 20.3566
13.9000 16.7214 0.1391 4839.2304 1.6972 1.8363 4839.2076 19.8230
14.0000 16.4948 0.1372 4839.2076 1.6725 1.8097 4839.1868 19.2944
14.1000 16.3246 0.1356 4839.1868 1.6503 1.7859 4839.1682 18.7986
rn
14.2000 16.1529 0.1341 4839.1682 1.6306 1.7647 4839.1516 18.3586
14.3000 15.9807 0.1327 4839.1516 1.6131 1.7458 4839.1368 17.9647
14.4000 15.8663 0.1315 4839.1368 1.5974 1.7289 4839.1236 17.6138
14.5000 15.7526 0.1306 4839.1236 1.5834 1.7140 4839.1119 17.3037
,"' 14.6000 15.6396 0.1297 4839.1119 1.5711 1.7008 4839.1015 17.0273
14.7000 15.5190 0.1287 4839.1015 1.5601 1.6888 4839.0922 16.7397
14.8000 15.3981 0.1277 4839.0922 1.5505 1.6782 4839.0839 16.4784
14.9000 15.2778 0.1267 4839.0839 1.5421 1.6688 4839.0765 16.2459
r, 15.0000 15.1581 0.1257 4839.0765 1.5346 1.6603 4839.0699 16.0363
15.1000 15.0524 0.1248 4839.0699 1.5278 1.6526 4839.0639 15.8465
15.2000 14.9470 0.1239 4839.0639 1.5217 1.6456 4839.0584 15.6738
15.3000 14.8417 0.1230 4839.0584 1.5161 1.6392 4839.0533 15.5149
15.4000 14.7372 0.1222 4839.0533 1.5110 1.6332 4839.0486 15.3669
rt.
P. 15.5000 14.6335 0.1213 4839.0486 1.5062 1.6275 4839.0442 15.2280
15.6000 14.5306 0.1205 4839.0442 1.5018 1.6222 4839.0401 15.0962
15.7000 14.4283 0.1196 4839.0401 1.4975 1.6171 4839.0361 14.9705
15.8000 14.3261 0.1188 4639.0361 1.4934 1.6122 4839.0322 14.8495
n 15.9000 14.2240 0.1179 4839.0322 1.4895 1.6075 4839.0285 14.7324
16.0000 14.1225 0.1171 4839.0285 1.4858 1.6029 4839.0249 14.6184
16.1000 14.0384 0.1163 4839.0249 1.4821 1.5984 4839.0214 14.5087
16.2000 13.9551 0.1156 4839.0214 1.4786 1.5942 4839.0181 14.4043
16.3000 13.8726 0.1149 4839.0181 1.4752 1.5901 4839.0150 14.3043
16.4000 13.7910 0.1143 4839.0150 1.4720 1.5862 4839.0119 14.2079
16.5000 13.7090 0.1136 4839.0119 1.4689 1.5824 4839.0089 14.1146
16.6000 13.6464 0.1130 4839.0089 1.4658 1.5788 4839.0061 14.0255
16.7000 13.5851 0.1125 4839.0061 1.4630 1.5754 4839.0035 13.9419
P"' 16.8000 13.5250 0.1120 4839.0035 1.4603 1.5722 4839.0010 13.8630
16.9000 13.4661 0.1115 4839.0010 1.4577 1.5692 4838.9984 13.7665
17.0000 13.4084 0.1110 4838.9984 1.4555 1.5665 4838.9960 13.6669
17.1000 13.3518 0.1105 4838.9960 1.4536 1.5641 4838.9939 13.5801
17.2000 13.2957 0.1101 4838.9939 1.4519 1.5620 4838.9920 13.5025
w-. 17.3000 13.2401 0.1096 4838.9920 1.4505 1.5601 4838.9902 13.4315
17.4000 13.1855 0.1091 4838.9902 1.4491 1.5583 4838.9886 13.3654
17.5000 13.1319 0.1087 4838.9886 1.4479 1.5566 4838.9871 13.3028
17.6000 13.0798 0.1083 4838.9871 1.4467 1.5549 4838.9857 13.2432
r" 17.7000 13.0286 0.1078 4838.9857 1.4455 1.5534 4838.9843 13.1860
17.8000 12.9783 0.1074 4838.9843 1.4444 1.5519 4838.9829 13.1308
17.9000 12.9289 0.1070 4838.9829 1.4434 1.5504 4838.9816 13.0772
18.0000 12.8804 0.1066 4838.9816 1.4424 1.5490 4838.9804 13.0250
18.1000 12.8243 0.1062 4838.9804 1.4414 1.5475 4838.9791 12.9727
18.2000 12.7680 0.1057 4838.9791 1.4404 1.5461 4838.9778 12.9193
18.3000 12.7124 0.1052 4838.9778 1.4394 1.5446 4838.9765 12.8651
18.4000 12.6574 0.1048 4838.9765 1.4383 1.5431 4838.9751 12.8106
18.5000 12.6031 0.1043 4838.9751 1.4373 1.5416 4838.9738 12.7560
"a 18.6000 12.5494 0.1039 4838.9738 1.4363 1.5401 4838.9725 12.7016
18.7000 12.4964 0.1034 4838.9725 1.4352 1.5387 4838.9712 12.6475
18.8000 12.4439 0.1030 4838.9712 1.4342 1.5372 4838.9699 12.5939
18.9000 12.3919 0.1026 4838.9699 1.4332 1.5357 4838.9686 12.5406
rte. 19.0000 12.3405 0.1022 4838.9686 1.4322 1.5343 4838.9673 12.4878
19.1000 12.2975 0.1018 4838.9673 1.4311 1.5329 4838.9660 12.4368
19.2000 12.2551 0.1014 4838.9660 1.4302 1.5316 4838.9649 12.3882
19.3000 12.2131 0.1011 4838.9649 1.4292 1.5303 4838.9637 12.3416
19.4000 12.1712 0.1007 4838.9637 1.4284 1.5291 4838.9626 12.2963
19.5000 12.1294 0.1004 4838.9626 1.4275 1.5279 4838.9615 12.2521
19.6000 12.0880 0.1000 4838.9615 1.4267 1.5267 4838.9605 12.2087
19.7000 12.0471 0.0997 4838.9605 1.4258 1.5255 4838.9595 12.1660
19.8000 12.0067 0.0994 4838.9595 1.4250 1.5244 4838.9584 12.1239
r, 19.9000 11.9666 0.0990 4838.9584 1.4242 1.5232 4838.9574 12.0624
20.0000 11.9269 0.0987 4838.9574 1.4234 1.5221 4838.9564 12.0414
20.1000 11.9013 0.0984 4838.9564 1.4226 1.5211 4838.9555 12.0029
20.2000 11.8765 0.0982 4838.9555 1.4219 1.5201 4838.9546 11.9684
20.3000 11.8523 0.0980 4838.9546 1.4213 1.5193 4838.9539 11.9369
20.4000 11.8289 0.0978 4838.9539 1.4207 1.5185 4838.9532 11.9078
20.5000 11.8061 0.0976 4838.9532 1.4201 1.5177 4838.9525 11.8605
20.6000 11.7840 0.0974 4838.9525 1.4196 1.5170 4838.9519 11.8546
20.7000 11.7625 0.0973 4838.9519 1.4191 1.5163 4838.9513 11.8300
r^ 20.8000 11.7416 0.0971 4838.9513 1.4186 1.5157 4838.9507 11.8064
20.9000 11.7212 0.0969 4838.9507 1.4182 1.5151 4838.9502 11.7837
21.0000 11.7014 0.0967 4838.9502 1.4177 1.5145 4838.9496 11.7618
21.1000 11.6821 0.0966 4838.9496 1.4173 1.5139 4838.9491 11.7406
21.2000 11.6629 0.0964 4838.9491 1.4169 1.5133 4838.9486 11.7200
r" 21.3000 11.6441 0.0963 4838.9486 1.4165 1.5128 4838.9481 11.6999
21.4000 11.6258 0.0961 4838.9481 1.4161 1.5123 4838.9476 11.6802
21.5000 11.6080 0.0960 4838.9476 1.4158 1.5117 4838.9472 11.6611
21.6000 11.5907 0.0958 4838.9472 1.4154 1.5112 4838.9467 11.6424
.„ 21.7000 11.5738 0.0957 4838.9467 1.4150 1.5107 4838.9463 11.6242
21.8000 11.5573 0.0955 4838.9463 1.4147 1.5102 4838.9458 11.6065
21.9000 11.5412 0.0954 4838.9458 1.4144 1.5098 4838.9454 11.5892
22.0000 11.5255 0.0953 4838.9454 1.4140 1.5093 4838.9450 11.5723
22.1000 11.4878 0.0951 4838.9450 1.4137 1.5088 4838.9445 11.5524
" 22.2000 11.4500 0.0947 4838.9445 1.4133 1.5081 4838.9439 11.5272
22.3000 11.4120 0.0944 4838.9439 1.4129 1.5073 4838.9432 11.4981
a. 22.4000 11.3738 0.0941 4838.9432 1.4123 1.5064 4838.9424 11.4663
22.5000 11.3355 0.0938 4838.9424 1.4117 1.5055 4838.9416 11.4325
r-
iwim
-. 22.6000 11.2971 0.0935 4838.9416 1.4111 1.5045 4838.9408 11.3973
22.7000 11.2585 0.0932 4838.9408 1.4104 1.5035 4838.9399 11.3612
22.8000 11.2197 0.0928 4838.9399 1.4097 1.5025 4838.9390 11.3242
22.9000 11.1809 0.0925 4838.9390 1.4090 1.5015 4838.9381 11.2867
10^ 23.0000 11.1419 0.0922 4838.9381 1.4083 1.5005 4838.9371 11.2488
23.1000 11.1028 0.0919 4838.9371 1.4076 1.4994 4838.9362 11.2105
23.2000 11.0636 0.0916 4838.9362 1.4068 1.4984 4838.9353 11.1720
23.3000 11.0243 0.0912 4838.9353 1.4061 1.4973 4838.9343 11.1333
23.4000 10.9849 0.0909 4838.9343 1.4054 1.4963 4838.9334 11.0943
23.5000 10.9454 0.0906 4838.9334 1.4046 1.4952 4838.9324 11.0552
23.6000 10.9058 0.0903 4838.9324 1.4039 1.4941 4838.9315 11.0160
23.7000 10.8661 0.0899 4838.9315 1.4031 1.4930 4838.9305 10.9766
23.8000 10.8263 0.0896 4838.9305 1.4024 1.4920 4838.9296 10.9372
23.9000 10.7864 0.0893 4838.9296 1.4016 1.4909 4838.9286 10.8976
24.0000 10.7463 0.0889 4838.9286 1.4009 1.4898 4838.9276 10.8579
24.1000 10.7058 0.0886 4838.9276 1.4001 1.4887 4838.9267 10.8180
24.2000 10.6653 0.0883 4838.9267 1.3994 1.4876 4838.9257 10.7779
24.3000 10.6247 0.0879 4838.9257 1.3986 1.4865 4838.9247 10.7377
r' 24.4000 10.5840 0.0876 4838.9247 1.3978 1.4854 4838.9237 10.6973
24.5000 10.5433 0.0873 4838.9237 1.3971 1.4843 4838.9227 10.6569
24.6000 10.5025 0.0869 4838.9227 1.3963 1.4832 4838.9218 10.6164
24.7000 10.4618 0.0866 4838.9218 1.3955 1.4821 4838.9208 10.5757
7' 24.8000 10.4209 0.0863 4838.9208 1.3947 1.4810 4838.9198 10.5351
24.9000 10.3800 0.0859 4838.9198 1.3940 1.4799 4838.9188 10.4943
25.0000 10.3391 0.0856 4838.9188 1.3932 1.4788 4838.9178 10.4536
25.1000 10.2982 0.0852 4838.9178 1.3924 1.4777 4838.9168 10.4127
25.2000 10.2572 0.0849 4838.9168 1.3916 1.4765 4838.9158 10.3719
"^ 25.3000 10.2162 0.0846 4838.9158 1.3909 1.4754 4838.9148 10.3310
25.4000 10.1751 0.0842 4838.9148 1.3901 1.4743 4838.9138 10.2900
25.5000 10.1340 0.0839 4838.9138 1.3893 1.4732 4838.9128 10.2490
25.6000 10.0929 0.0835 4838.9128 1.3885 1.4721 4838.9118 10.2080
- 25.7000 10.0518 0.0832 4838.9118 1.3877 1.4709 4838.9108 10.1670
25.8000 0.0000 0.0415 4838.9108 1.3870 1.4285 4838.8730 7.0948
M^
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'" Pond 3
Storage Indication Method
Given Input Data:
File E:\drawings\sdskjfm\98-162\hd\1.sim
Description
- Time increment 0.1000 hrs
Input Files:
Pre-Dev Hydrograph curve ..
w. Post-Dev Hydrograph curve . E:\drawings\sdskjfm\98-162\hd\pondlin.hdc
Stage-Storage curve E:\drawings\sdskjfm\98-162\hd\1.ssc
Stage-Discharge curve E:\drawings\sdskjfm\98-162\hd\1.sdc
Output Data:
Pm Routed Peak Flow 27.2949 cfs
Routed Peak Time 14.1000 hrs
Post-Developed Peak Flow 114.4885 cfs
Post-Developed Peak Time 12.1000 hrs
Support Calculations:
Time Inflow (11+12)/2 H1 S1-(01/2)T S2+(O2/2)T H2 Outflow
hrs cfs acft ft acft acft ft cfs
11.0000 3.4340 0.0142 0.0000 0.0000 0.0142 4835.0220 0.0515
11.1000 3.8867 0.0302 4835.0220 0.0138 0.0440 4835.0683 0.1597
11.2000 4.3394 0.0340 4835.0683 0.0427 0.0767 4835.1190 0.2408
11.3000 4.7920 0.0377 4835.1190 0.0747 0.1124 4835.1744 0.2608
11.4000 5.5546 0.0427 4835.1744 0.1102 0.1530 4835.2374 0.2820
11.5000 6.3171 0.0490 4835.2374 0.1506 0.1997 4835.3099 0.3048
11.6000 7.0797 0.0553 4835.3099 0.1971 0.2525 4835.3919 0.3284
11.7000 14.8970 0.0908 4835.3919 0.2498 0.3405 4835.5286 0.3643
11.8000 22.7143 0.1553 4835.5286 0.3375 0.4929 4835.7651 0.4194
11.9000 30.5316 0.2199 4835.7651 0.4894 0.7093 4836.0406 0.4755
12.0000 57.7463 0.3646 4836.0406 0.7054 1.0700 4836.2653 0.5168
12.1000 114.4885 0.7114 4836.2653 1.0658 1.7771 4836.7059 0.5895
12.2000 110.3366 0.9286 4836.7059 1.7723 2.7009 4837.2196 0.6642
12.3000 92.7829 0.8390 4837.2196 2.6954 3.5343 4837.6247 0.7177
12.4000 89.0177 0.7509 4837.6247 3.5284 4.2793 4837.9867 0.7623
12.5000 84.4336 0.7164 4837.9867 4.2730 4.9894 4838.2685 13.4436
PM 12.6000 75.4351 0.6603 4838.2685 4.8784 5.5387 4838.4845 21.0784
12.7000 65.4384 0.5819 4838.4845 5.3646 5.9464 4838.6449 22.5409
12.8000 57.4686 0.5076 4838.6449 5.7602 6.2679 4838.7713 23.6313
12.9000 52.2243 0.4531 4838.7713 6.0727 6.5257 4838.8727 24.4699
ow. 13.0000 47.0085 0.4099 4838.8727 6.3236 6.7335 4838.9544 25.1241
13.1000 43.7966 0.3751 4838.9544 6.5259 6.9010 4839.0193 25.6334
13.2000 40.6197 0.3487 4839.0193 6.6892 7.0379 4839.0706 26.0269
13.3000 38.4966 0.3268 4839.0706 6.8229 7.1497 4839.1124 26.3453
13.4000 36.3989 0.3093 4839.1124 6.9320 7.2414 4839.1467 26.6013
- 13.5000 34.7656 0.2939 4839.1467 7.0216 7.3156 4839.1745 26.8083
13.6000 33.1560 0.2805 4839.1745 7.0941 7.3747 4839.1966 26.9732
13.7000 31.7761 0.2682 4839.1966 7.1518 7.4200 4839.2136 27.0971
13.8000 30.4613 0.2571 4839.2136 7.1962 7.4533 4839.2260 27.1873
w,,, 13.9000 29.3571 0.2471 4839.2260 7.2287 7.4757 4839.2344 27.2483
14.0000 28.2577 0.2380 4839.2344 7.2507 7.4886 4839.2392 27.2833
14.1000 27.3381 0.2296 4839.2392 7.2632 7.4929 4839.2408 27.2949
14.2000 26.4744 0.2223 4839.2408 7.2674 7.4897 4839.2396 27.2861
14.3000 25.6567 0.2153 4839.2396 7.2643 7.4796 4839.2359 27.2588
!^ 14.4000 25.0028 0.2092 4839.2359 7.2544 7.4636 4839.2299 27.2155
14.5000 24.3895 0.2040 4839.2299 7.2388 7.4428 4839.2221 27.1590
14.6000 23.8101 0.1991 4839.2221 7.2185 7.4176 4839.2127 27.0904
14.7000 23.3381 0.1947 4839.2127 7.1938 7.3885 4839.2018 27.0115
I. , 14.8000 22.8925 0.1909 4839.2018 7.1654 7.3563 4839.1897 26.9221
14.9000 22.4756 0.1874 4839.1897 7.1339 7.3213 4839.1766 26.8244
15.0000 22.0816 0.1840 4839.1766 7.0997 7.2838 4839.1626 26.7196
15.1000 21.7403 0.1810 4839.1626 7.0630 7.2440 4839.1477 26.6087
15.2000 21.4162 0.1783 4839.1477 7.0242 7.2025 4839.1322 26.4927
r
P
our 15.3000 21.1059 0.1756 4839.1322 6.9836 7.1593 4839.1160 26.3721
.... 15.4000 20.8065 0.1731 4839.1160 6.9414 7.1145 4839.0992 26.2471
15.5000 20.5161 0.1707 4839.0992 6.8977 7.0684 4839.0820 26.1145
15.6000 20.2619 0.1684 4839.0820 6.8527 7.0211 4839.0643 25.9786
r 15.7000 20.0135 0.1664 4839.0643 6.8065 6.9728 4839.0462 25.8399
15.8000 19.7700 0.1643 4839.0462 6.7594 6.9237 4839.0278 25.6987
15.9000 19.5303 0.1623 4839.0278 6.7114 6.8737 4839.0091 25.5552
16.0000 19.2937 0.1604 4839.0091 6.6626 6.8230 4838.9896 25.4030
16.1000 19.0833 0.1585 4838.9896 6.6132 6.7717 4838.9694 25.2431
rr
16.2000 18.8782 0.1568 4838.9694 6.5631 6.7199 4838.9491 25.0820
16.3000 18.6775 0.1551 4838.9491 6.5127 6.6679 4838.9286 24.9198
16.4000 18.4805 0.1535 4838.9286 6.4620 6.6155 4838.9080 24.7566
16.5000 18.2864 0.1519 4838.9080 6.4110 6.5628 4838.8873 24.5893
r• 16.6000 18.1360 0.1504 4838.8873 6.3597 6.5101 4838.8666 24.4197
16.7000 17.9911 0.1492 4838.8666 6.3084 6.4576 4838.8459 24.2506
16.8000 17.8510 0.1480 4838.8459 6.2573 6.4053 4838.8254 24.0823
16.9000 17.6932 0.1468 4838.8254 6.2064 6.3532 4838.8049 23.9145
P.. 17.0000 17.5323 0.1455 4838.8049 6.1557 6.3012 4838.7844 23.7423
17.1000 17.4051 0.1443 4838.7844 6.1050 6.2493 4838.7640 23.5694
17.2000 17.2872 0.1433 4838.7640 6.0546 6.1979 4838.7438 23.3980
17.3000 17.1759 0.1423 4838.7438 6.0047 6.1470 4838.7238 23.2280
17.4000 17.0693 0.1414 4838.7238 5.9551 6.0966 4838.7039 23.0598
r 17.5000 16.9665 0.1406 4838.7039 5.9061 6.0466 4838.6843 22.8882
17.6000 16.8657 0.1397 4838.6843 5.8576 5.9973 4838.6649 22.7172
17.7000 16.7673 0.1389 4838.6649 5.8097 5.9486 4838.6457 22.5483
17.8000 16.6709 0.1381 4838.6457 5.7623 5.9004 4838.6268 22.3814
r, 17.9000 16.5761 0.1373 4838.6268 5.7155 5.8529 4838.6081 22.2166
18.0000 16.4828 0.1365 4838.6081 5.6693 5.8059 4838.5896 22.0499
18.1000 16.3779 0.1357 4838.5896 5.6237 5.7595 4838.5714 21.8823
18.2000 16.2718 0.1349 4838.5714 5.5787 5.7135 4838.5533 21.7165
18.3000 16.1650 0.1340 4838.5533 5.5342 5.6681 4838.5354 21.5524
18.4000 16.0578 0.1331 4838.5354 5.4901 5.6232 4838.5178 21.3901
18.5000 15.9507 0.1322 4838.5178 5.4465 5.5787 4838.5003 21.2294
18.6000 15.8436 0.1313 4838.5003 5.4033 5.5346 4838.4829 21.0631
18.7000 15.7369 0.1304 4838.4829 5.3606 5.4911 4838.4658 20.8985
r- 'r 18.8000 15.6306 0.1296 4838.4658 5.3184 5.4480 4838.4489 20.7357
18.9000 15.5248 0.1287 4838.4489 5.2767 5.4054 4838.4321 20.5747
19.0000 15.4194 0.1278 4838.4321 5.2354 5.3632 4838.4155 20.4154
19.1000 15.3293 0.1270 4838.4155 5.1946 5.3216 4838.3992 20.2577
19.2000 15.2418 0.1263 4838.3992 5.1543 5.2805 4838.3830 20.0946
19.3000 15.1562 0.1256 4838.3830 5.1145 5.2401 4838.3671 19.9340
19.4000 15.0720 0.1249 4838.3671 5.0754 5.2003 4838.3514 19.7759
19.5000 14.9888 0.1242 4838.3514 5.0369 5.1611 4838.3360 19.6202
19.6000 14.9064 0.1235 4838.3360 4.9990 5.1225 4838.3208 19.4669
19.7000 14.8247 0.1228 4838.3208 4.9617 5.0845 4838.3059 19.3160
19.8000 14.7436 0.1221 4838.3059 4.9249 5.0470 4838.2912 17.6266
19.9000 14.6631 0.1215 4838.2912 4.9014 5.0229 4838.2817 15.8726
20.0000 14.5831 0.1208 4838.2817 4.8918 5.0126 4838.2776 15.1229
20.1000 14.5296 0.1202 4838.2776 4.8876 5.0079 4838.2758 14.7830
PM 20.2000 14.4801 0.1198 4838.2758 4.8858 5.0056 4838.2749 14.6161
20.3000 14.4336 0.1194 4838.2749 4.8848 5.0043 4838.2744 14.5205
20.4000 14.3894 0.1190 4838.2744 4.8843 5.0034 4838.2740 14.4551
20.5000 14.3471 0.1187 4838.2740 4.8840 5.0026 4838.2737 14.4030
P., 20.6000 14.3062 0.1183 4838.2737 4.8837 5.0020 4838.2735 14.3572
20.7000 14.2666 0.1180 4838.2735 4.8834 5.0014 4838.2732 14.3147
20.8000 14.2280 0.1177 4838.2732 4.8832 5.0009 4838.2730 14.2743
20.9000 14.1902 0.1174 4838.2730 4.8830 5.0003 4838.2728 14.2352
21.0000 14.1533 0.1171 4838.2728 4.8827 4.9998 4838.2726 14.1971
•" 21.1000 14.1171 0.1168 4838.2726 4.8825 4.9993 4838.2724 14.1600
21.2000 14.0815 0.1165 4838.2724 4.8823 4.9988 4838.2722 14.1236
21.3000 14.0463 0.1162 4838.2722 4.8821 4.9983 4838.2720 14.0878
21.4000 14.0117 0.1159 4838.2720 4.8819 4.9978 4838.2718 14.0525
r. 21.5000 13.9775 0.1156 4838.2718 4.8817 4.9973 4838.2716 14.0177
21.6000 13.9438 0.1153 4838.2716 4.8815 4.9969 4838.2714 13.9835
21.7000 13.9106 0.1150 4838.2714 4.8814 4.9964 4838.2713 13.9497
21.8000 13.8778 0.1148 4838.2713 4.8812 4.9959 4838.2711 13.9164
21.9000 13.8455 0.1145 4838.2711 4.8810 4.9955 4838.2709 13.8835
^ 22.0000 13.8136 0.1142 4838.2709 4.8808 4.9950 4838.2707 13.8511
22.1000 13.7384 0.1138 4838.2707 4.8806 4.9944 4838.2705 13.8060
22.2000 13.6578 0.1132 4838.2705 4.8804 4.9935 4838.2701 13.7413
22.3000 13.5734 0.1125 4838.2701 4.8800 4.9925 4838.2697 13.6659
r•
r
r
Pm
22.4000 13.4862 0.1118 4838.2697 4.8796 4.9914 4838.2693 13.5842
......% 22.5000 13.3971 0.1110 4838.2693 4.8792 4.9902 4838.2688 13.4987
22.6000 13.3066 0.1103 4838.2688 4.8787 4.9890 4838.2683 13.4106
22.7000 13.2151 0.1095 4838.2683 4.8782 4.9877 4838.2679 13.3208
■-. 22.8000 13.1228 0.1088 4838.2679 4.8777 4.9865 4838.2674 13.2297
22.9000 13.0300 0.1080 4838.2674 4.8772 4.9852 4838.2669 13.1377
23.0000 12.9367 0.1073 4838.2669 4.8767 4.9840 4838.2664 13.0451
23.1000 12.8432 0.1065 4838.2664 4.8762 4.9827 4838.2659 12.9520
23.2000 12.7493 0.1057 4838.2659 4.8757 4.9814 4838.2654 12.8585
Pm
23.3000 12.6552 0.1049 4838.2654 4.8752 4.9801 4838.2649 12.7648
23.4000 12.5609 0.1042 4838.2649 4.8746 4.9788 4838.2643 12.6707
23.5000 12.4665 0.1034 4838.2643 4.8741 4.9775 4838.2638 12.5765
23.6000 12.3719 0.1026 4838.2638 4.8736 4.9762 4838.2633 12.4821
--- 23.7000 12.2772 0.1018 4838.2633 4.8731 4.9749 4838.2628 12.3876
23.8000 12.1824 0.1010 4838.2628 4.8726 4.9736 4838.2623 12.2929
23.9000 12.0875 0.1002 4838.2623 4.8720 4.9723 4838.2618 12.1982
24.0000 11.9925 0.0995 4838.2618 4.8715 4.9710 4838.2613 12.1033
..- 24.1000 11.8973 0.0987 4838.2613 4.8710 4.9697 4838.2608 12.0082
24.2000 11.8018 0.0979 4838.2608 4.8705 4.9684 4838.2602 11.9130
24.3000 11.7063 0.0971 4838.2602 4.8700 4.9671 4838.2597 11.8176
24.4000 11.6106 0.0963 4838.2597 4.8694 4.9657 4838.2592 11.7221
24.5000 11.5148 0.0955 4838.2592 4.8689 4.9644 4838.2587 11.6265
24.6000 11.4189 0.0947 4838.2587 4.8684 4.9631 4838.2582 11.5307
24.7000 11.3230 0.0939 4838.2582 4.8679 4.9618 4838.2577 11.4349
24.8000 11.2270 0.0931 4838.2577 4.8673 4.9605 4838.2571 11.3389
24.9000 11.1309 0.0923 4838.2571 4.8668 4.9591 4838.2566 11.2429
r. 25.0000 11.0348 0.0916 4838.2566 4.8663 4.9578 4838.2561 11.1469
25.1000 10.9386 0.0908 4838.2561 4.8657 4.9565 4838.2556 11.0508
25.2000 10.8424 0.0900 4838.2556 4.8652 4.9552 4838.2551 10.9546
25.3000 10.7462 0.0892 4838.2551 4.8647 4.9538 4838.2545 10.8584
25.4000 10.6499 0.0884 4838.2545 4.8641 4.9525 4838.2540 10.7622
25.5000 10.5536 0.0876 4838.2540 4.8636 4.9512 4838.2535 10.6659
25.6000 10.4572 0.0868 4838.2535 4.8631 4.9499 4838.2530 10.5696
25.7000 0.0000 0.0432 4838.2530 4.8626 4.9057 4838.2356 7.3650
Pm
Pm
r
PP
PP
PP
r-
TYPICAL CHANNEL SECTION
Worksheet for Trapezoidal Channel
Project Description
Project File e:\projt98162 doc\channels.fm2
Worksheet TYPICAL CHANNEL SECTION
Flow Element Trapezoidal Channel
Method Manning's Formula
Solve For Discharge
r—
Input Data
Mannings Coefficient 0.030
Channel Slope 0.3000 %
Depth 2.00 ft
Left Side Slope 3.000000 H : V
Right Side Slope 3.000000 H : V
Bottom Width 8.00 ft
r
Results
Discharge 93.06 cfs
.- Flow Area 28.00 ft2
Wetted Perimeter 20.65 ft
Top Width 20.00 ft
,,,r. Critical Depth 1.35 ft
Critical Slope 0.013539 ft/ft
Velocity 3.32 ft/s
Velocity Head 0.17 ft
Specific Energy 2.17 ft
Froude Number 0.50
Flow is subcritical.
..
r
a
a
11/11/08 FlowMaster v5.10
04:37:29 PM Hsestad Methods, Inc. 37 Brookside Road Waterbury,CT 08708 (203)756-1688 Page 1 of 1
a-
r-
TYPICAL CHANNEL CROSS SECTION
Cross Section for Trapezoidal Channel
Project Description
r Project File e:lproj1981621doc1channels.fm2
•
Worksheet TYPICAL CHANNEL SECTION
Flow Element Trapezoidal Channel
r Method Manning's Formula
•
Solve For Discharge
(—
Section Data
Mannings Coefficient 0.030
Channel Slope 0.3000 %
Depth 2.00 ft
Left Side Slope 3.000000 H : V
Right Side Slope 3.000000 H : V
Bottom Width 8.00 ft
Discharge 93.06 cfs
r
I2.00ft
8.00 ft V
H 1
NTS
r
r
11/11/98
FlowMaster v5.10
04:37:58 PM Panted Methods, Inc. 37 Brookside Road Waterbury,CT 06708 (203)755-1666 Page 1 of 1
fai
Curve
Plotted Curves for Trapezoidal Channel
r
Project Description
r Project File e:\proj\98162 doc\channels.fm2
Worksheet TYPICAL CHANNEL SECTION
Flow Element Trapezoidal Channel
r Method Manning's Formula
Solve For Discharge
r
Constant Data
Mannings Coefficient 0.030
7 Depth 2.00 ft
Left Side Slope 3.000000 H : V
Right Side Slope 3.000000 H :V
Bottom Width 8.00 ft
r. Input Data
Minimum Maximum Increment
Channel Slope 0.0500 0.5000 0.0500%
r
130.0
Discharge vs Channel Slope
r—^
20.0
r 110.0
100.0
w 90.0
U
n 80.0
m
70.0
.- 60.0
50.0
r
40.0
0-
30.0
/—, 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4 0.45 0.5
Channel Slope (%)
r'
' 11/11/98 FlowMaater v5.10
04:37:05 PM Hassled Methods,Inc. 37 Brookside Road Waterbury,CT 06708 (203)755-1668 Page 1 of 1
a t.=
.-. _
r '
V
7luttleApplegate,lnc.
Consultants for Land,Mineral and Water Developm
est.
County Planning Dept.
August 11, 1998
AUG 1 3 1998
Monica Daniels-Mika RECEIVED
Weld County Planning Department
1400 North 17th Avenue
Greeley, CO 80631
RE Del Camino Junction Business Park Sketch Plan S-437
Dear Monica:
As per your request, please find attached a letter of intent to serve the above described
development with public water from Central Weld County Water District
Thank you for your time and consideration in processing our application request. I look forward
/ to speaking with you soon.
Sincerely,
TILE APPLEGATE, INC.
i L. Eastin
anner
cc: #98-162
John Coppom
11990 Grant Street, Suite 304•Denver, Colorado 80233• (303) 452-6611 • Fax (303) 452-2759
n �
CENTRAL WELD COUNTY WATER DISTRICT
August 10, 1998
Shani L.Eastin
Tuttle Applegate,Inc.
11990 Grant Street, Suite 304
Denver,CO 80233
RE: Water Service for New Villa at Greeley,LLC
Dear Ms. Eastin:
This letter is in response to a request for water service to serve the following property described as
follows:
Pt SW'/, of Section 2, Township 2 North, Range 68 West of the 6th P.M., Weld County,
Colorado.
Water service can be made available to the above described property,provided all requirements of
Central Weld County Water District,Northern Colorado Water Conservancy District and the U. S.
Bureau of Reclamation are satisfied. This property has been petitioned into Northern Colorado
Water Conservancy District.
Central Weld County Water District requires that contracts be consummated within one (1) year
from the date of this letter, or this letter shall become null and void unless extended in writing by
the District.
Sincerely,
CENTRAL WELD COUNTY WATER DISTRICT
dadaist,
W.General er
RECEIVED
Jwzns AUG 1 1 1998
2235 2nd Avenue • Greeley, Colorado 80631 • (970) 352-1284 • John W. Zadel, General Manager
L
lbitleApplegate,kic,
March 1, 1999
Mr.Lei Monition
Weld:County Attorney's Office
915 Tenth Street
Greeley,CO 80632
RE: Storm water drainage issues on Del Camino Junction Business Park
Dear Lee,
The planning staff report prepared for the March 2, 1999 Planning Commission hearing states
that"the drainage report shall be recalculated and designed to meet the Jemmval of Weld County
Public Works Department"Due to a long series of events,it may appear by the staff's position
that we are not able to comply with Weld County.storm,drainage standards.This is not the case
and we wish to explain this issue to you so it will not be a matter of contention at the Planning
Commission hearing.
•
As early as August 1998,we discussed the idea of routing ow storm water from the Del Camino
Junction Business Park under Weld County Road 24 and into the county's mining pit.The idea
was to allow the mining pit to act as a detention pond,thus relieving the Business Park from.
using its valuable land for a detention pond.
This concept seemed logical and county staff allowed us to proceed with this idea into
preliminary and final design. The staff reserved the right to further review the proposal.We then
began our design of water channels and pipes on our property, a new_pipe under Weld County
Road 24V2, and extending it so it would.discharge.So the county coining pit. Thus,the
developers would be performing construction of storm water facilities on comity land.
Later in 1998. Mr. Frank Hempen became the Weld County Public Works Director.Upon initial . .
review of the Business Park,Mr. Hempen allowed us to proceed with thiiconcept with
conditions,Our further work with Mr.Hempen reduced the amount of storm water being
discharged'into the gravel'inking.pit.Finally,Mr. Hempen became concerned about any water
being discharged into the mining pit.The final remark, as contained in the December 30, 1998
report authored by Donaald Carroll,'states"the Department of Public Works does not iecoauiuend
approval of its mining pit as an outf all for storm water discharges from this development
project."
11990 Gram Siren,theft 304 • Deaver,Colorado 80233 • (303)4524611. • (Fax)452-2759 .,•
03/01/99 15:10 TX/RX NO.4737 P.002
Thus we have abandoned our pipe design to directly carry all drainage water to the county
tinning pit.We have now incorporated a series of three storm water detention ponds in the
Business Park,which Consumes over apse scresof property: Water from these ponds will.be.
released at the historic runoff rate from the property as harm ground. In addition,we are
accepting historic flows from the property to our south(Kahn Subdivision)and increased flow's
from Interstate 25 due to the new construction.
Our downstream detention pond will release water into the two existing culverts under Weld
County Road 2454_These culverts are located at the intersection of the Interstate Frye taee Road
with Weld'Cousnty Road 2444 and pipe under Weld County Road 24%approximately one-fourth
mile tithe east. These pipes are the historic points of flow for storm water from the Opainass
Perk property
Our design fbr discharging storm water follows Colorado's"Civil Law Rule"which provides.
that the owner of upstream property processes a natural easement on land downstream for
drainage ofwater flowing in its natural course provided that water is not sent down in a manner
or quantity to do more harm than fotmetly.
•
r Mr:Hempen has raised the matter of storm water quality. Om storm water conveyance and
. detention system includes"best management practices"to reduce urban:type pollution. These
practices include grasslined channels and Ponds,reducing storm water velocity,and retention
basins in the bottom of tbe'drtention ponds to trap sediment and possible toxins iii the'storal
water.These"best management practices"are accepted statewide for Maintaining water quality
in urban situations and comply with the Federal Clean Water Act and updated policies thereto:.
We believe this proposal complies with Colorado law for storm water discharges and complies
with how Weld County has approved storm water releases in the past:
Cordially,
APPLEGATE, INC.
Gary J.Tuttle
Gff/skb
cc: File#98-162
John Coppotn,Del Camino Junction Development,Inc.
Kirn Hontehens, Daniel and Greenfield
Frank Hepppen,Weld County Public Works Director
• Monica Mika-Daniels,Director of Weld County Planning Services
11990 Great Sheet,Suite 304 •.Denver Coloddo$0233 • (303)452.6611 • (Fax)452-2759 • mppp po•
p, .. , .
03/01/99 15:10 TX/RX N0.4737 P.003
7ihttleApplegate,Inc.
Consultants for Land,Mineral and Water Development
November 19, 1998
Ms. LuAnn Penfold
Mountain View Fire Protection District
9119 County Line Road
Longmont,CO 80501
RE: Del Camino Junction Business Park Water Distribution System Analysis
Dear Ms. Penfold:
The Del Camino Junction Business Park is located north of Colorado State Highway 119 and east
of the I-25 Frontage Road in the S.W V.of Section 2,Township 1 North,Range 68 West of the 6th
Principal Meridian in.Weld County.The total area within the proposed subdivision is 45 acres,more
or less. The site will consist of 19 commercial and light industrial lots. I have included a set of
Utility Plans that show system design and construction information.
Existing Waterline Information
Currently there is an 18" ductile iron pipe labeled as P-19 and P-2 on the Steady State Analysis
(attached)that connects to the proposed 8"C900 pipe on-site. The 18"ductile iron pipe is part of
the Central Weld County Water District transmission system:
Demand Calculations
Demand factors (max day,peak hour) except fire flows were not incorporated into the network
analysis at this time. It is probable that this development will have a wide range of varying
commercial and light industrial usage and,presently,it would be difficult to predict the consumptive
demands. In any case,the demand would have little effect on the system as a whole. An existing
operating Static Pressure Range of 125 psi to 145 psi was obtained for CWCWD. The lowest value
of 125 psi was determined to represent the maximum day demand and was used as a basis for the
hydraulic model.
Proposed Waterline Information
The proposed waterline distribution is to be 8"C900 pipe with 10 fire hydrants. The fire hydrants
are spaced 300 ft. apart along the proposed roadways. An 8"PVC waterline stub will be constructed
r to each lot for future on-site fire flow needs(see attached plans).
11990 Grant Street, Suite 304• Denver, Colorado 80233• (303)452-8611 • Fax (303)452-2759
n
Ms. LuAnn Penfold
Mountain View Fire Protection District
November 19, 1998
Page 2
Our fire flow analysis indicates a minimum residual pressure of 57 pounds per square inch(psi)with
a fire flow of 2,500 gallons per minute(gpm)at the two most remote fire hydrants. The Mountain
View Fire Protection District requires a minimum fire flow of 2,500 gpm and a residual pressure of
20 psi.
Conclusions
> The proposed Water Supply Distribution System will consist of 8"C900 pipe.
> The fire hydrants will be placed 300 ft. apart along the proposed roadway. An 8"C900 waterline
stub will be constructed to each lot for future on-site fire flow needs.
> Residual pressure is a minimum of 57 psi during a 2500 gpm fire flow at the two most remote
locations.
Please call me if you have any questions or require additional information.
Cordially,
O%l$I tH",
TUTTLEAPPLEGATE, IN ,#� Rf,:'`
I
Patric N. Sorenson, P.E. �JC2*848,X)
**,,, NQ EN
PNS/sjr M""YO1N1N°
Encs.
cc: File#98-162
Steady State Analysis
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Project Title:Del Camino Project Engineer:Todd Yee
d:lproj19816211pyMnteroadWetlow.wcd JASON MUOtAY WYterCAD v1.0(038)
11/13/96 01:18:15 PM 0 Hassled Methods,Inc. 37 Brookside Road 1AYterbury,CT 06708 USA (203)755.1086 Page 1 of 1
. n n
Steady State Analysis
Junction Report
toft. Node Elevation Demand Demand Demand Calculated Hydraulic Pressure
Label (ft) Type (gpm) Pattern Demand Grade (psi)
(gpm) (ft)
J-2 4,845.00 Demand 0.00 Fixed 0.00 5,137.66 126,55
J-3 4,850.00 Demand 0.00 Fixed 0.00 5,120.08 116.79
J-4 4,850.00 Demand 0.00 Fixed 0.00 5,106.75 111.03
J-5 4,850.00 Demand 0.00 Fixed 0.00 5,093.27 105.20
J-8 4,844.00 Demand 0.00 Fixed 0.00 5,071.15 98.23
J-7 4,844.00 Demand 0.00 Fixed 0.00 5,059.28 93.09
J-8 4,843.00 Demand 0.00 Fixed 0.00 5,056.81 92.46
J-9 4,843.00 Demand 0.00 Fixed 0.00 5,038.09 84.36
J-10 4,842.00 Demand 0.00 Fixed 0.00 4,998.09 67.50
J-11 4,842.00 Demand 0.00 Fixed 0.00 4,977.82 58.73
J-12 4,841.00 Demand 2,500.00 Fixed 2,500.00 4,972.97 57.07
J-13 4,835.00 Demand 2,500.00 Fixed 2,500.00 4,973.64 59.95
J-14 4,836.00 Demand 0.00 Fixed 0.00 5,007.52 74.17
J-15 4,839.00 Demand 0.00 Fixed 0.00 5,043.41 88.39
J-16 4,838.00 Demand 0.00 Fixed 0.00 5,078.54 104.02
J-17 4,838.00 Demand 0.00 Fixed 0.00 5,084.58 106.63
J-18 4,838.00 Demand 0.00 Fixed 0.00 5,132.44 127.32
r
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Project Title:Del Camino Project Engineer:Todd Yee
d:lprof\08162Upy\watercadVire0ow.wcd JASON MURRAY WaterCAD v1.0(035]
11/13/98 01:07:27 PM O Ranted Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA (203)755-1686 Page 1 of 1
^" Steady State Analysis
Pipe Report
Link Length Diameter Material Roughness Minor Loss Initial Current Discharge Start End
Label (ft) (in) Status Status (gpm) Hydraulic Hydraulic
Grade Grade
(ft) (ft)
P-2 200.00 18 Ductile Iron 120.0 0.00 Open Open 2,170.13 5,138.00 5,137.66
P-3 228.00 8 PVC 130.0 0.00 Open Open 2,170.13 5,137.66 5,120.08
P4 173.00 8 PVC 130.0 0.00 Open Open 2,170.13 5,120.08 5,106.75
P-5 175.00 8 PVC 130.0 0.00 Open Open 2,170.13 5,106.75 5,093.27
P-6 287.00 8 PVC 130.0 0.00 Open Open 2,170.13 5,093.27 5,071.15
P-7 154.00 8 PVC 130,0 0.00 Open Open 2,170.13 5,071.15 5,059.28
P4 32.00 8 PVC 130.0 0.00 Open Open 2,170.13 5,059.28 5,056.81
P-9 243.00 8 PVC 130.0 0.00 Open Open 2,170.13 5,056.81 5,038.09
P-10 519.00 8 PVC 130.0 0,00 Open Open 2,170.13 5,038.09 4,998.09
P-11 263.00 8 PVC 130.0 0.00 Open Open 2,170.13 4,998.09 4,977.82
P-12 63.00 8 PVC 130.0 0.00 Open Open 2,170.13 4,977.82 4,972.97
P-13 285.00 8 PVC 130.0 0.00 Open Open -329.87 4,972.97 4,973.64
P-14 269.00 8 PVC 130.0 0.00 Open Open -2,829.87 4,973.64 5,007.52
P-15 285.00 8 PVC 130.0 0.00 Open Open -2,829.87 5,007,52 5,043.41
P-16 279.00 8 PVC 130.0 0.00 Open Open -2,829.87 5,043.41 5,078.54
P-17 48.00 8 PVC 130.0 0.00 Open Open -2,829.87 5,078.54 5,084.58
P-18 380.00 8 PVC 130.0 0.00 Open Open -2,829.87 5,064.58 5,132.44
P-19 200.00 18 Ductile Iron 120.0 0.00 Open Open -2,829.87 5,132.44 5,133.00
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Project Title: Del Camino Project Engineer:Todd Yee
itlprohoa182UpSwatercachfireflow.wal JASON MURRAY WaterCAD v1.0(035)
11/13198 01:07:51 PM O Ranted Methods, Inc. 37 Brookside Road Waterbury,CT 08708 USA (209)755-1888 Page 1 of 1
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