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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-HOOR 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 59 <br /> <br />17 Jul 01 <br /> <br />SUBCATCllMENT S <br /> <br />Pond P-S <br /> <br />PEAK= 69.89 CFS @ 12.02 HRS, VOLUME = 4,25 AF <br /> <br />ACRES CN <br />24,00 82 <br /> <br />SCS TR-20 METHOD <br />TYPE II 24-HOUR <br />RAINFALL= 4,15 IN <br />SPAN= 10-20 HRS, dt=,l HRS <br /> <br />Method <br />DIRECT ENTRY <br /> <br />Tc (min) <br />15.0 <br /> <br />Comment <br />Segment ID: <br /> <br />SUBCATCHMENT 8 RUNOFF <br />Pond P-8 <br /> <br />7. <br />65 <br />68 <br />55 <br />50 <br />" 45 <br />t 40 <br />35 <br />3 3. <br />o 25 <br />-" <br />lL 20 <br />15 <br />I. <br />5 <br />8", <br /> <br />AREA::: -24 AC <br />Tc= 15 HIN <br />eN;;; 82 <br /> <br />SCS TR-28 METHOD <br />TYPE 11 24-HOUR <br />RAINFALL~ 4.15 IN <br /> <br />PEAK= 69,89 CFS <br />e 12.82 HRS <br />VOLUME= 4.25 AF <br /> <br />~ ~ ~ <br /> <br />'" <br />N <br /> <br />~ <br /> <br />~ ~ ~ ~ <br /> <br />TIME (hour=>) <br />