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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 tel 1986-1999 Applied Microcomputer Systems <br /> <br />Page 11 <br /> <br />17 Jul 01 <br /> <br />SUBCATCIlMENT 10 <br /> <br />Pond P-lO <br /> <br />PEAK= 108.3 CFS @ 12.02 HRS, VOLUME = 6,60 AF <br /> <br />ACRES <br />27.96 <br /> <br />CN <br />74 <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 />SUBCATCHMENT 10 RUNOFF <br />Pond P-10 <br /> <br /> 188 <br /> 98 <br /> 88 <br />~ 78 <br />" <br />.. 68 <br />u <br />v <br /> 5B <br />3 <br />0 4B <br />..J <br />IL 3B <br /> 28 <br /> 18 <br /> 8", <br /> <br />~REA::: 27.95 AC <br />Tc= !5 MIN <br />eN:: 74 <br /> <br />SCS TR-20 METHOO <br />TYPE I I 24-HDUR <br />RAINFALL::; 5..90 IN <br /> <br />FEAK= 1138. 3 CFS <br />e 12.02 HRS <br />\.IOLUME= 5.68 AF <br /> <br />~ ~ ~ ~ ~ ~ ~ <br /> <br />'" '" <br />'" <br /> <br />TIME ChDur5) <br />