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<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 /> <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~ 4,15 IN <br />Prepared by Short Elliott Hendrickson Inc, <br />HydroCAD 5.11 001264 (c) 1986-1999 Applied Microcomputer Systems <br /> <br />Page 53 <br /> <br />17 Jul 01 <br /> <br />SUB CATCHMENT 2 <br /> <br />Pond P-2 <br /> <br />PEAK~ 125.0 CFS @ 12,09 HRS, VOLUME~ 8.79 AF <br /> <br />ACRES CN <br />57.59 78 <br /> <br />SCS TR-20 METHOD <br />TYPE II 24 - HOUR <br />RAINFALL~ 4,15 IN <br />SPAN~ 10-20 HRS, dt~.1 HRS <br /> <br />Method <br />DIRECT ENTRY <br /> <br />Tc (min) <br />20.0 <br /> <br />Comment <br />Segment ID: <br /> <br />SUBCATCHMENT 2 RUNOFF <br />Pond P-2 <br /> <br />128 <br />liB <br />'a8 <br />g. <br />" aa <br />1i 78 <br />6a <br />is sa <br />-' 4a <br />u. 3a <br />28 <br />1B <br />8m <br /> <br />AREA= 57.59 AC <br />Tc:; 20 MIN <br />eN::: 78 <br /> <br />SCS TR-28 METHOD <br />TYPE I I 24-HOUR <br />RAINFAlL= 4.15 IN <br /> <br />PEAK=: 125.0 CFS <br />e 12.89 HRS <br />VOLUME= 8.79 AF <br /> <br />~ :: ~ ~ <br /> <br />C: <br /> <br />'" <br /> <br />:" <br /> <br />m <br />N <br /> <br />~ <br /> <br />TIME (hour~) <br />