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<br />DATA <br />FIELD <br /> <br />CDLUMN <br />NUMBER <br /> <br />VARIABLE <br />NAME <br /> <br />DESCRIPTION OF INPUT RECORD AND DATA <br /> <br />INPUT <br />FORMAT <br /> <br />5 Number Of The Last Storm You Want Processed For This 6-7 NS2 12 <br />Basin <br />*If left blank, will process through last storm <br />entered using Record Set BI or B2. <br />6 Unit duration of rainfall increments and Unit B-I0 TU F3.1 <br />Hydrograph <br />*If design storm I-hour depth (l.e. Record Set <br />B2) is used, you are limited to 5-or 10-minute <br />unit duration. Use the 5-minute duration in all <br />cases unless a longer unit ls clearly (l.e. very <br />large basin) justified. <br />7 Basin Identification. **MANDATORY WITH PRINT OPTIONS 11-16 IDBAS A6 <br />4 , 5 , and 6** <br />*Any six alpha numeric character string <br />identifying this basin. <br />B Basin Identification Number. *'MANDATORY WITH PRINT 17-19 IDWB 13 <br />OPTIONS 7, B. and 9**. <br />*Any three digit number from 001 through 399 <br />that will be used as basin identification by <br />the UDSWM2-PC program. 20-79 COM2 15A4 <br />9 Basin Description/Comment <br />*Any basin identifying comment of 60 characters. <br />including spaces, that you want printed. If <br />print options 4, 5 or 6 are selected, only the first <br />34 characters in this fleld will be used by the <br />--------- c----------~~~-~~~~~~~-!~~-~!~-~~~~~-:~~!~!--:~~~:----------------- ----------- ------------- --------- <br />(End of Record - C) <br /> <br />1 <br />2 <br /> <br />Record-D: Basin Parameter Input. <br />Basin Area In Square Miles <br />Basin Length In Miles <br />*Distance along main flow path from outlet to <br />upstream boundary of basin. <br />Distance To Centroid In Miles <br />*Distance along main flow path from outlet <br />to point opposite (i.e. normal) to basin <br />centroid. <br />Basin Imperviousness In Percent <br />Weighted Basin Slope In Feet Per Foot <br />Time of Concentration In Minutes. <br />*TC is an optional entry lf you entered "0" <br />(i.e. zero) in Field 3 of Record - C (l.e. <br />ICIA=O). If a non-zero val ue is entered <br />for TC, the program will also display an <br />estimate of the runoff peak using Rational <br />Fonrola. The storm hydrograph will also be <br />calculated using the CUHP procedure. <br /> <br />16-20 PER IMP <br />21- 25 SLOPE <br />26-30 TC <br /> <br />:ri r -tR... T~ Il-'''';f)l.-(, ~ <br />;{o ~ 1'",", ~/I"~~- <br />~1 ",,;. ct.;:)". <br /> <br />1-5 <br />6-10 <br /> <br />AREA <br />XL <br /> <br />11-15 <br /> <br />CAL <br /> <br />3 <br /> <br />4 <br />5 <br />6 <br /> <br />'4 <br /> <br />F5.0 <br />F5.0 <br /> <br />F5.0 <br /> <br />F5.0 <br />F5.0 <br />F5.0 <br /> <br />0_.."......,1 1n/?? Ie <br />