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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 6 <br /> <br />17 Jul 01 <br /> <br />SUBCATCIlMENT 5 <br /> <br />Pond P-5 <br /> <br />PEAK~ 174,6 CFS @ 12,01 HRS, VOLUME~ 10.61 AF <br /> <br />ACRES CN <br />31. 36 89 <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 5 RUNOFF <br />Pond P-5 <br /> <br />". <br />16. <br />IS. <br />"" <br />13. <br />r-.. 128 <br />() 110 <br />0:..... 108 <br />..!:; 98 <br />B0 <br />:3 7. <br />g 68 <br />LL 5. <br />4. <br />3. <br />2. <br />,. <br />".'i <br /> <br />AREA:: 31.36 AC <br />Tc= 15 MIN <br />CN= 89 <br /> <br />SCS TR-28 METHOD <br />TYPE 11 24-HDUR <br />RAINFALL= 5.9B IN <br /> <br />PEAK::: 174.6 CFS <br />e 12.81 HRS <br />VOLUME= 18.61 AF <br /> <br />~ <br /> <br />':' <br /> <br />:: <br /> <br />!" <br /> <br />~ <br /> <br />~ ~ ~ <br /> <br />'" <br />N <br /> <br />TIME (hour:=.) <br /> <br />I <br /> <br />J <br />I <br /> <br />1 <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 />