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<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 27 <br /> <br />17 Jul 01 <br /> <br />SUB CATCHMENT 1 <br /> <br />Pond P-1 <br /> <br />PEAK= 90,74 CFS @ 12,09 HRS, VOLUME = 6,38 AF <br /> <br />ACRES CN <br />49,10 81 <br /> <br />Arden Hills LWMP <br /> <br />SCS TR-20 METHOD <br />TYPE II 24-HOUR <br />RAINFALL= 3.50 IN <br />SPAN= 10-20 HRS, dt=,1 HRS <br /> <br />Method <br />DIRECT ENTRY <br /> <br />Comment <br />Segment ID: <br /> <br />Tc (minl <br />20,0 <br /> <br />SUBCATCHMENT 1 RUNOFF <br />Pond P-l <br /> <br />98 <br />BS <br />88 <br />75 <br />7B <br />55 <br />~ 5B <br />~ 55 <br />u 5B <br />~ 45 <br />::3 4B <br />o 35 <br />-' 38 <br />u. 25 <br />28 <br />15 <br />18 <br />5 <br />e", <br /> <br />AREA:;: 49. 1 AC <br />Tc= 213 HIN <br />eN= 81 <br /> <br />SCS TR-20 METHOD <br />TYPE I I 24-HCUR <br />RAINFALL= 3.58 IN <br /> <br />PEAK::: 9B. 74 CFS <br />e 12.09 HRS <br />VOLUME= 0,38 AF <br /> <br />~ <br /> <br />~ <br /> <br />!:: <br /> <br />~ ~ <br /> <br />'" <br />N <br /> <br />C' <br /> <br />! <br /> <br />~ <br /> <br />TIME (hcu,..~) <br /> <br />I <br /> <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />tI <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br /> <br />I <br />