Laserfiche WebLink
<br />I <br /> <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />t <br /> <br />I <br /> <br />It <br /> <br />I <br />I <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 36 <br /> <br />17 Jul 01 <br /> <br />SUBCATClIMENT 10 <br /> <br />Pond P-10 <br /> <br />PEAK~ 41,89 CFS @ 12.03 HRS, VOLUME~ 2.61 AF <br /> <br />ACRES CN <br />27,96 74 <br /> <br />SCS TR-20 METHOD <br />TYPE II 24-HOUR <br />RAINFALL~ 3,50 IN <br />SPAN~ 10-20 HRS, dt~.l HRS <br /> <br />Method <br />DIRECT ENTRY <br /> <br />Te (min) <br />15.0 <br /> <br />Comment <br />Segment ID: <br /> <br />SUBCATCHMENT 10 RUNOFF <br />Pond P-10 <br /> <br /> 40 <br /> 35 <br /> 3B <br />~ <br />" 25 <br />4- <br />u <br />~ 2B <br />:3 <br />0 15 <br />-' <br />"- 10 <br /> 5 <br /> El.'; <br /> <br />AREA= 27.95 AC <br />Te= 15 HIN <br />eN= 74 <br /> <br />scs TR-28 METHOD <br />TYPE II 24-HOUR <br />RAINFAlL= 3.58 IN <br /> <br />PEAK= 41 .89 CFS <br />e 12.83 HRS <br />VOLUME= 2,51 AF <br /> <br />~ ~ ~ ~ ~ ~ ~ <br /> <br />~ <br /> <br />'" <br />N <br /> <br />TIME (hour~) <br />