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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 />.. <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= 5,90 IN <br />Prepared by Short Elliott Hendrickson Inc. <br />HvdroCAD 5,11 001264 (c) 1986-1999 Applied Microcomputer Systems <br /> <br />Page 9 <br /> <br />17 Jul 01 <br /> <br />SUBCATCHMENT 8 <br /> <br />Pond P-8 <br /> <br />PEAK= 115.7 CFS @ 12,01 HRS, VOLUME= 7,01 AF <br /> <br />ACRES <br />24.00 <br /> <br />CN <br />82 <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 />15.0 <br /> <br />SU8CATCHMENT 8 RUNOFF <br />Pond P-8 <br /> <br /> "8 <br /> ". <br /> 9. <br />~ B8 <br />. 78 <br /><,. <br />u 68 <br />~ <br />::3 58 <br />0 4. <br />..J <br />"- 3. <br /> 28 <br /> 18 <br /> 8", <br /> <br />AREA::: 24 AI: <br />Tc:= 15 MIN <br />eN= 82 <br /> <br />5CS TR-28 METHOD <br />TYPE II 24-HOUR <br />RAINFALL= 5.98 IN <br /> <br />PEAK:: 115.7 CFS <br />e 12.01 HR5 <br />VOLUME:: 7.01 AF <br /> <br />~ ~ :: ~ ~ <br /> <br />::: ~ <br /> <br />~ <br /> <br />'" <br />N <br /> <br />TIME (hour:=.) <br />