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<br />I <br /> <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <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= 3.50 IN <br />Prepared by Short Elliott Hendrickson Inc. <br />HydroCAD 5.11 001264 tcl 1986-1999 Applied Microcomputer Systems <br /> <br />Page 28 <br /> <br />17 Jul 01 <br /> <br />SUBCATCHMENT 2 <br /> <br />Pond P-2 <br /> <br />PEAK= 92.45 CFS @ 12.09 HRS, <br /> <br />VOLUME = 6.54 AF <br /> <br />ACRES CN <br />57.59 78 <br /> <br />SCS TR-20 METHOD <br />TYPE II 24-HOUR <br />RAINFALL= 3.50 IN <br />SPAN= 10-20 HRS, dt=,l ERS <br /> <br />Method <br />DIRECT ENTRY <br /> <br />Comment <br />Segment ID: <br /> <br />Tc (min) <br />20,0 <br /> <br />SU8CATCHMENT 2 RUNOFF <br />Pond P-2 <br /> <br />98 <br />85 <br />88 <br />75 <br />78 <br />65 <br />';l 60 <br />c,. 55 <br />u 58 <br />~ 45 <br />:3 4" <br />o 35 <br />..J 38 <br />lL 25 <br />28 <br />15 <br />18 <br />5 <br />8", <br /> <br />AREA= 57.59 AC <br />Tc~ 20 MIN <br />eN= 78 <br />SCS TR-za METHOD <br />TYPE II 24-HOUR <br />RAINFAll= 3.58 IN <br />PEAK= 92.45 CFS <br />e 12.13'3 HRS <br />VOLUME= 6,54 Af <br /> <br />'" <br /> <br />~ ::: ~ ~ <br /> <br />~ ~ ~ <br /> <br />oo <br />N <br /> <br />TIME Chaur,5) <br />