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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 />r <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 7 <br /> <br />17 Jul 01 <br /> <br />SUBCATCHMENT 6 <br /> <br />Pond P- 6 <br /> <br />PEAK~ 127.5 CFS @ 12.02 HRS, VOLUME~ 7.74 AF <br /> <br />ACRES <br />30,10 <br /> <br />CN <br />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 lmin) <br />15.0 <br /> <br />SUBCATCHMENT 5 RUNOFF <br />Pond P-6 <br /> <br />12" <br />"" <br />,.a <br />~ ge <br />. .e <br />4- <br />u 7a <br />~ <br />6a <br />6 50 <br />c: 40 <br />J" <br />28 <br />1a <br />"", <br /> <br />ARER::: 38. 1 AC <br />Tc= 15 MIN <br />eN::: 77 <br /> <br />SCS TR-20 METHOD <br />TYPE I I 24-HOUR <br />RAINFALL::: 5.9E1 IN <br /> <br />FEAK::: 127.5 CFS <br />e 12.82 HRS <br />UOLUME::: 7.74 AF <br /> <br />~ <br /> <br />~ :!: ~ ~ <br /> <br />~ <br /> <br />!': <br /> <br />~ <br /> <br />'" <br />N <br /> <br />TIME (hour~) <br />