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<br />I <br /> <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />It <br /> <br />I <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= 3,50 IN <br />Prepared by Short Elliott Hendrickson Inc. <br />HydroCAD 5.11 001264 ec) 1986-1999 Applied Microcomputer Systems <br /> <br />Page 34 <br /> <br />17 Jul 01 <br /> <br />SUBCATCHMENT 8 <br /> <br />Pond P-8 <br /> <br />PEAK= 53,39 CFS @ 12,02 ERS, VOLUME= 3,26 AF <br /> <br />ACRES CN <br />24,0082 <br /> <br />SCS TR-20 METHOD <br />TYPE II 24-HOUR <br />RAINFALL= 3,50 IN <br />SPAN= 10-20 ERS, dt=.l HRS <br /> <br />Method <br />DIRECT ENTRY <br /> <br />Comment <br />Segment ID: <br /> <br />Tc (min) <br />15.0 <br /> <br />SU8CATCHMENT 8 RUNOFF <br />Pond P-8 <br /> <br /> 58 <br /> 45 <br /> 40 <br />~ 35 <br />" <br /><0- 38 <br />u <br />~ 25 <br />3 28 <br />0 <br />-' <br />"- 15 <br /> 18 <br /> 5 <br /> ".'i <br /> <br />AREA= 24 AC <br />Te= 15 MIN <br />eN= 82 <br /> <br />SCS TR-28 METHOD <br />TYPE I I 24-HOUR <br />RAINFALL= 3.58 IN <br /> <br />PEAK= 53.39 CFS <br />e 12.02 HRS <br />VOLUME= 3.26 AF <br /> <br />~ ~ ~ ~ ~ ~ ~ ~ <br /> <br />~ <br />N <br /> <br />TIME (hour~) <br />