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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 />It <br /> <br />I <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 (c) 1986-1999 Applied Microcomputer Systems <br /> <br />Page 38 <br /> <br />17 Jul 01 <br /> <br />SUBCATCHMENT 12 <br /> <br />Pond P-12 <br /> <br />PEAK= 80,67 CFS @ 12,09 ERS, VOLUME= 5,67 AF <br /> <br />ACRES eN <br />43.65 81 <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 />Tc (min) <br />20,0 <br /> <br />Comment <br />Segment ID: <br /> <br />SUBCATCHMENT 12 RUNOFF <br />Pond P-12 <br /> <br />'8 <br />75 <br />78 <br />65 <br />68 <br />~ 55 <br />" 58 <br />i:J 45 <br />v 48 <br />'" 35 <br />o 38 <br />-' 25 <br />"- 28 <br />15 <br />18 <br />5 <br />8" <br /> <br />AREA= 43.65 AC <br />Te:::: 28 HIN <br />eN= 81 <br /> <br />5CS TR-28 METHOD <br />TYf[ II 24-HOUR <br />RAINFALL= 3.58 IN <br /> <br />PEAK= sa. 67 CFS <br />e 12.89 HRS <br />VOLUME= 5. 67 AF <br /> <br />~ :: ~ ~ <br /> <br />~ ~ ~ <br /> <br />" <br />N <br /> <br /><::: <br /> <br />TIME (hour5) <br />