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FLOOD02870
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FLOOD02870
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Last modified
1/25/2010 6:25:41 PM
Creation date
10/4/2006 11:16:53 PM
Metadata
Fields
Template:
Floodplain Documents
County
Statewide
Basin
Statewide
Title
CUHPE/PC Description of Data Input
Date
10/22/1985
Prepared By
CWCB
Floodplain - Doc Type
Data (general)
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<br />DATA COLUMN VARIABLE INPUT <br />FIELD DESCRIPTION OF INPUT RECORO AND DATA NUMBER NAME FORMAT <br /> for use with the "Flood Flow <br /> Frequency Analysis" program. <br /> 4 - Print: Same as Option "0" above. <br /> Write all storm hydrographs to <br /> disk file for use with HEC-l <br /> flow routing routines. <br /> 5 - Print: Same as Option "l" above. <br /> Write all storm hydrographs to disk <br /> file as in Option "4" above. <br /> 6 - Print: Same as Option "2" above. <br /> Write all storm hydrographs to disk <br /> file as in Option "4" above. <br /> J - Prlnt: Same as Option "0" above. <br /> Write all storm hydrographs to disk <br /> fl1e for USe with UDSWM2-PC program <br /> flow routing routines, <br /> 8 - Print: Same as Option "Ill above. <br /> Write all storm hydrographs to disk <br /> output file as in Option "J" above. <br /> g - Print: Same as Optlon "2" above. <br /> Write all storm hydrographs to disk <br /> output file as in Option 'J" above. <br /> Note: For options J, 8 and g you may process up <br /> to 399 basins, but be sure to USe ~ ~ <br /> storm for anyone computer run. Assign a <br /> neW output file name for each run. <br />3 Rational Formula Option For Smaller Basins 3 [CIA II <br /> *Enter: o - Use if the basin is larger than <br /> gO acreS. <br /> The hydrograph will be calculated <br /> using the Colorado Urban Hydrograph <br /> Procedure described in the UD&FCD <br /> Urban Storm Drainage Criteria Manual. <br /> If you also use the I-hour design <br /> -' <br /> storm in Record Set 82 and specify <br /> TC in Record-D, peak flows will also <br /> be estimated using Rational Formula. <br /> 1 - Use if the basin is less than gO, acreS <br /> and larger than 5 acreS. A storm <br /> hydrograph will be estimated using <br /> the tlme of concentration, TC, <br /> specified in Record-O. The peak flow <br /> will also be estimate~_~ing R,,!!o~a,l <br /> Formula. ~e-Record B2 for rainf~ <br />4 " .-.-- ---------------.--- -- <br />Number Of The First Storm You Want Processed For'This 4-5 NSl 12 <br /> 8asin. <br /> wIf left bank, will start with first storm. <br /> <br />" <br /> <br />"_...1__.... 1n/'l"ll/"r> <br />
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