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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 5 <br /> <br />17 Jul 01 <br /> <br />SUBCATCIlMENT 4 <br /> <br />Pond P-4 <br /> <br />PEAK~ 200,0 CFS @ 12.13 HRS, VOLUME~ 15,72 AF <br /> <br />ACRES <br />57.99 <br /> <br />CN <br />79 <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 EN'l'RY <br /> <br />Comment <br />Segment ID: <br /> <br />Tc (min) <br />25,0 <br /> <br />SUBCATCHMENT 4 RUNOFF <br />Pond P-4 <br /> <br />288 <br />190 <br />188 <br />178 <br />168 <br />158 <br />" 148 <br />1Il 130 <br />4- 120 <br />u 118 <br />'-I 18B <br />9. <br />:3 88 <br />o 78 <br />...J 68 <br />lL 58 <br />48 <br />38 <br />2. <br />,. <br />"ci <br /> <br />AREA= 57.99 AC <br />Te:;; 25 HIN <br />CN::: 79 <br /> <br />SCS TR-28 METHOD <br />TYPE II 24-HOUR <br />RAINFALL= 5.96 IN <br /> <br />PEAK::: 2BB.e ers <br />e 12.13 HR5 <br />UOLUME= 15.72 AF <br /> <br />~ <br /> <br />~ :: ~ ~ <br /> <br />" ~ <br /> <br />'" <br /> <br />'" <br />N <br /> <br />TINE (hour::.) <br />