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<br />I <br /> <br />~ <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br />It <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 />HydroCAD 5,11 001264 tel 1986-1999 Applied Microcomputer Systems <br /> <br />Page 13 <br /> <br />17 Jul 01 <br /> <br />SUBCATCllMENT 12 <br /> <br />Pond P-12 <br /> <br />PEAK~ 178,5 CFS @ 12.08 HRS, VOLUME~ 12.45 AF <br /> <br />ACRES CN <br />43.65 81 <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 />Tc (min) <br />20.0 <br /> <br />Comment <br />Segment ID: <br /> <br />SU8CATCHMENT 12 RUNOFF <br />Pond P-12 <br /> <br />170 <br />168 <br />158 <br />"0 <br />130 <br />r-.. 128 <br />if) t 1B <br />t 10B <br />~ 90 <br />:3 80 <br />o 70 <br />...J 6. <br />lL 50 <br />4. <br />3. <br />2. <br />I. <br />0" <br /> <br />AREA= 43.65 AC <br />Tc:: 28 MIN <br />CN= 81 <br />SCS TR-20 METHOD <br />TYFE II 24-HCUR <br />RAINFALL= 5.90 IN <br />PEAK= 178.5 CFS <br />e 12.88 HRS <br />VOLUME= 12.45 AF <br /> <br />r--- ~ ~ <br /> <br />" <br />N <br /> <br />~ <br /> <br />~ ::: ~ ~ <br /> <br />TIME (hour~) <br />