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<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 (c) 1986-1999 Applied Microcomputer Systems <br /> <br />Page 29 <br /> <br />17 Ju1 01 <br /> <br />SUBCATCIlMENT 3 <br /> <br />Pond P-3 <br /> <br />PEAK= 71,23 CFS @ 12.09 HRS, VOLUME= 5.05 AF <br /> <br />ACRES <br />46,65 <br /> <br />CN <br />77 <br /> <br />SCS TR-20 METHOD <br />TYPE II 24-HOUR <br />RAINFALL= 3,50 IN <br />SPAN= 10-20 HRS, dt=,l HRS <br /> <br />Method <br />DIRECT ENTRY <br /> <br />Comment <br />Segment ID: <br /> <br />Tc (min) <br />20,0 <br /> <br />SUB CATCHMENT 3 RUNOFF <br />Pond P-3 <br /> <br />78 <br />65 <br />68 <br />55 <br />~ 50 <br />" 45 <br />t 48 <br />35 <br />:3 3. <br />~ 25 <br />U. 2. <br />15 <br />'" <br />S <br />"d; <br /> <br />AREA= 46.65 AC <br />Tc= 2e HIN <br />eN: 77 <br /> <br />SCS TR-28 METHOD <br />TYPE r I 24-HCUR <br />RAINFALL= 3.58 IN <br /> <br />PEAK= 71,23 CFS <br />e 12.89 HRS <br />UOLUME= 5. 05 AF <br /> <br />'" <br /> <br />':' <br /> <br />~ <br /> <br />:!' <br /> <br />::: ~ ~ <br /> <br />~ <br />N <br /> <br />:': <br /> <br />TINE (hour!:>) <br /> <br />I <br /> <br /> <br />I <br />I <br /> <br />I <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 />I <br />