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<br />I <br /> <br />\. <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />II <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br /> <br />I <br /> <br />Data for Arden Hills <br />TYPE II 24-HOUR RAINFALL= 4.15 IN <br />Prepared by Short Elliott Hendrickson Inc. <br />HydroCAD 5.11 001264 (c) 1986-1999 Applied Microcomputer Systems <br /> <br />Page 55 <br /> <br />17 Jul 01 <br /> <br />SUBCATCHMENT 4 <br /> <br />Pond P-4 <br /> <br />PEAK= 115,7 CFS @ 12.14 HRS, VOLUME= 9,19 AF <br /> <br />ACRES CN <br />57,99 79 <br /> <br />SCS TR-20 METHOD <br />TYPE II 24-HOUR <br />RAINFALL= 4,15 IN <br />SPAN= 10-20 HRS, dt=,l HRS <br /> <br />Method <br />DIRECT ENTRY <br /> <br />Comment <br />Segment ID: <br /> <br />Tc {minl <br />25,0 <br /> <br />SUB CATCHMENT 4 RUNOFF <br />Pond P-4 <br /> <br /> "0 <br /> '08 <br /> 98 <br /> 88 <br />. 78 <br />4- <br />u 68 <br />3 58 <br />0 .. <br />...J <br />lL 3. <br /> 2. <br /> '0 <br /> 0", <br /> <br />AREA::: 57,99 At: <br />Te:= 25 MrN <br />eN= 79 <br /> <br />SCS TR-20 METHOD <br />TYPE 11 24-HQUR <br />RAINFALL= 4.15 LN <br /> <br />PEAK= 115.7 CFS <br />e 12.14 HRS <br />VOLUME= 9.19 AF <br /> <br />~ ~ ! ~ ~ ~ ~ <br /> <br />~ <br /> <br />'" <br />N <br /> <br />TIME (hour-50) <br />