1989-10-10_REVISION - M1988112 ‎(7)‎

• Permit No: M1988112
• IBM Index Class Name: Revision
• Doc Date: 10/10/1989
• Doc Name: APPENDIX H DIVERSION DITCH DESIGN CALCULATIONS
• Type & Sequence: AM1
• Media Type: D
• Archive: No

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* *
* H Y D R O L O G I C A L S Y S T E M S
• * *
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* PROGRAM - WASHED
* *
* WATERSHED MODELLING *
* *
* PROGRAM TO DETERMINE RUNOFF HYDROGRAPHIS
* AND SEDIMENTGRAPHS FOR SMALL CATCHMENT'S
* *
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COMPANY DOING ANALYSIS SRK
ENGINEER HULLER
DATE 8-AUG-89
CLIENT BMG
PROJECT DESCRIPTION SAN LUIS RECLAMATION
MAJOR WATERSHED NAME THE TOTAL AREA
THE INPUT DATA FILE IS :A:SANiPMP.D
THE FLOOD HYDROGRAPH AND SEDIMENTGRAPH
IS STORED IN FILE :A:SAN!PMP.H
•

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WATERSHED CONDITIONS AT THE TOTAL AREA
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GLOBAL PARAMETERS
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RAINFALL (mm.) 355.60
INITIAL ABSTRACTION (mm.) .00
-- will default to the SCS method
TIME INCREMENT OF HYDROGRAPH FROM START OF RUN~DFF .10
RAINFALL DISTRIBUTION SELECTED :SCS TYPE 2 CURVE