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
•
* *
* PROGRAM - WASHED
* *
* WATERSHED MODELLING
* *
* PROGRAM TO DETERMINE RUNOFF HYDROGRAPHS
* AND SEDIMENTGRAPHS FOR SMALL CATCHMENTS
* *
COMPANY DOING ANALYSIS
ENGINEER
DATE
CLIENT
PROJECT DESCRIPTION
MAJOR WATERSHED NAME
SRK
HULLER
8-AUG-89
BMG
SANLUIS DIVERSION PR
EAST DITCH
THE INPUT DATA FILE IS :B:SANLUIS.
THE FLOOD HYDROGRAPH AND SEDIMENTGRAPH
IS STORED IN FILE :B:SANLUIS.
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WATERSHED CONDITION§ AT SOUTH DITCH
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GLOBAL PARAMETERS
RAINFALL (mm.) 73.66
INITIAL ABSTRACTION (mm.) .00
-- will default to the SCS method
TIME INCREMENT OF HYDROGRAPH FROM START OF RUNOFF .10
RAINFALL DISTRIBUTION SELECTED :SCS TYPE 2 CURVE
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