Laserfiche WebLink
<br />Data for Arden Hills <br />TYPE II 24-HOUR RAINFALL= 5.90 IN <br />Prepared by Short Elliott Hendrickson Inc, <br />HydroCAD 5,11 001264 (c) 1986-1999 Applied Microcomputer Systems <br /> <br />Page 12 <br /> <br />17 Jul 01 <br /> <br />SUBCATCHMENT 11 <br /> <br />Pond P-ll <br /> <br />PEAK= 100.7 CFS @ 12,08 HRS, VOLUME= <br /> <br />7.05 AF <br /> <br />ACRES CN <br />28,19 76 <br /> <br />SCS TR-20 METHOD <br />TYPE II 24-HOUR <br />RAINFALL= 5.90 IN <br />SPAN= 10-20 HRS, dt=.1 HRS <br /> <br />Method <br />DIRECT ENTRY <br /> <br />Comment <br />Segment ID: <br /> <br />Tc (min) <br />20,0 <br /> <br />SUBCATCHMENT 1 I RUNOFF <br />Pond P-II <br /> <br /> 188 <br /> 98 <br /> 88 <br />~ 78 <br />. 58 <br />"' <br />u <br />~ 58 <br />:3 .8 <br />0 <br />...J 38 <br />LL <br /> 28 <br /> 18 <br /> 8" <br /> <br />AREA:: 28.19 AC <br />T~= 20 MIN <br />eN= 76 <br /> <br />SCS TR-28 METHOD <br />TYPE II 24-HOUR <br />RAINFALL= 5.90 IN <br /> <br />PEAK= 108.7 CFS <br />e 12.88 HRS <br />UOLUME= 7.85 AF <br /> <br />~ ~ ~ ~ ~ ~ ~ ~ <br /> <br />" <br />N <br /> <br />TIME ChOl.lr-::.) <br /> <br />I <br /> <br />J <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 />