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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 />1 <br /> <br />Data for Arden Hills <br />TYPE II 24-HOUR RAINFALL; 4.15 IN <br />Prepared by Short Elliott Hendrickson Inc: <br />HvdroCAD 5,11 001264 (c) 1986-1999 Applied Microcomputer Systems <br /> <br />Page 61 <br /> <br />17 Ju1 01 <br /> <br />SUBCATCllMENT 10 <br /> <br />Pond P-10 <br /> <br />PEAK= 58,77 CFS @ 12,03 HRS, VOLUME = 3,62 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; 4.15 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-IB <br /> <br />55 <br />58 <br />45 <br />~ 48 <br />~ 35 <br />~ 38 <br />:3 25 <br />g 28 <br />LL 15 <br />18 <br />5 <br />8", <br /> <br />AREA= 27.96 AC <br />Tc= 15 HIN <br />eN::: 74 <br /> <br />scs TR-20 METHOD <br />TYPE I I 24-HQUR <br />RAINFAlL= 4. 15 IN <br /> <br />PEAK= 58. 77 CFS <br />e 12.83 HRS <br />VOLUME::; J. 62 AF <br /> <br />:" <br /> <br />~ :! ~ ~ <br /> <br />~ ~ ~ <br /> <br />'" <br />N <br /> <br />TIME (hour:!;) <br />