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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 />HvdroCAD 5.11 001264 Ie) 1986-1999 Applied Microcomputer Systems <br /> <br />Page 8 <br /> <br />17 Jul 01 <br /> <br />SUBCATCHMENT 7 <br /> <br />Pond P-7 <br /> <br />PEAK= 204.1 CFS @ 12.26 HRS, VOLUME= 19,94 AF <br /> <br />ACRES CN <br />77,77 77 <br /> <br />SCS TR-20 METHOD <br />TYPE II 24-HOUR <br />RAINFALL= 5.90 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 />35.0 <br /> <br />SU8CATCHMENT 7 RUNOFF <br />Pond P-7 <br /> <br /> 2BB <br /> 1Ba <br /> 16" <br /> l4a <br />. <br /><0- 12a <br />u <br />~ 1Ba <br />:3 BO <br />0 <br />..J 60 <br />"- <br /> 40 <br /> 2B <br /> B", <br /> <br /> <br />AREA::: 77.77 AC <br />Tc= 35 MrN <br />eN= 77 <br /> <br />SCS TR-ZG METHOD <br />TYPE: r I 24-HDUR <br />RAINFALL= 5.9B IN <br /> <br />PEAK= 284.1 CF5 <br />e 12.25 HRS <br />UOLUHE= 19,94 AF <br /> <br />~ <br /> <br />M <br /> <br />~ <br /> <br />~ <br /> <br />~ <br /> <br />~ <br /> <br />~ ~ <br /> <br />'" <br />N <br /> <br />TIME Chaur~) <br /> <br />I <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 />II <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />~ <br /> <br />I <br />