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<br />Data for Arden Hills <br />TYPE II 24-HOUR RAINFALL= 5,90 IN <br />Prepared by Short Elliott Hendrickson Inc, <br />HydroCAD 5.11 001264 (c) 1986-1999 Applied Microcomputer Systems <br /> <br />Page 2 <br /> <br />17 Ju1 01 <br /> <br />SUBCATCHMENT 1 <br /> <br />Pond P-1 <br /> <br />PEAK= 200,8 CFS @ 12.08 HRS, VOLUME= 14.01 AF <br /> <br />ACRES CN <br />49,10 81 <br /> <br />Arden Hills LWMP <br /> <br />SCS TR-20 METHOD <br />TYPE II 24-HOUR <br />RAINFALL= 5.90 IN <br />SPAN= 10-20 HRS, dt=,1 HRS <br /> <br />Method <br />DIRECT ENTRY <br /> <br />Comment <br />Segment ID: <br /> <br />Tc (min) <br />20.0 <br /> <br />SUBCATCHMENT 1 RUNOFF <br />Pond P-l <br /> <br /> 2.. <br /> "0 <br /> 16a <br /> 140 <br />. <br />"- 12" <br />u <br /> Ie. <br />:3 80 <br />0 <br />-' 6e <br />u.. <br /> 4. <br /> 2e <br /> 0", <br /> <br />AREA= 49.1 ~ <br />Tc= 20 MIN <br />eN: 81 <br /> <br />SCS TR-28 METHOD <br />TYPE I I 24-HOUR <br />RAINFALL= 5,98 IN <br /> <br />PEAK= 208.8 CFS <br />e 12.88 HR5 <br />VOLUHE= 14.81 AF <br /> <br />N <br /> <br />'" <br /> <br />:: ~ <br /> <br />~ <br /> <br />~ ~ <br /> <br />'" '" <br />N <br /> <br />TIME Choure.) <br /> <br />1 <br /> <br />J <br />I <br /> <br />I <br /> <br />1 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />.. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br /> <br />1 <br />