Laserfiche WebLink
<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 39 <br /> <br />17 Jul 01 <br /> <br />POND 1 Pond 1 <br />Qin 90.74 CFS @ 12.09 HRS, VOLUME= 6,38 AF <br />Qout= 9.84 CFS @ 12,99 HRS, VOLUME= 4.37 AF, ATTEN= 89%, LAG= 54,0 MIN <br />ELEVATION AREA INC,STOR CUM.STOR STOR-IND METHOD <br /> (FT) (AC) (AP) (AF) PEAK STORAGE = 15,30 AF <br /> 897,2 1.69 0,00 0.00 PEAK ELEVATION= 904.6 FT <br /> 902,2 2,10 9.48 9.48 FLOOD ELEVATION= 907,2 FT <br /> 903.2 2,40 2.25 11.73 START ELEVATION= 903.2 FT <br /> 905,2 2,58 4.98 16,71 SPAN= 10-20 HRS, dt=.l HRS <br /> 907,2 2.78 5,36 22,07 <br /> <br /># ROUTE <br />1 P <br /> <br />INVERT <br />903.2' <br /> <br />OUTLET DEVICES <br />24" CULVERT <br />n=.012 L=100' S=.Ol'/' <br /> <br />CC=,9 <br /> <br />Cd=,6 <br /> <br />Ke=,5 <br /> <br />POND 1 INFLOW & OUTFLOW <br />Pond 1 <br /> <br />98 <br />85 <br />88 <br />75 <br />7. <br />65 <br />~ 6. <br />~ 55 <br />u 58 <br />~ 45 <br />:3 48 <br />o 35 <br />...J 38 <br />U. 25 <br />28 <br />15 <br />18 <br />5 <br />a", <br /> <br />STOR-IND METHOD <br />PEAK STOR= 15.38 AF <br />PEAK ELEU= 984.6 FT <br /> <br />Qln= 90.74 CFS <br />Qout= 9.84 CFS <br />L~G= 54 HIN <br /> <br />;,- ------------ <br /> <br />N ~ :: ~ ~ <br /> <br />- -- ------ <br /> <br />!::: ~ ~ <br /> <br />'" <br />N <br /> <br />TIME (hour~) <br /> <br />I <br /> <br />~ <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />tI <br /> <br />I <br />I <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br /> <br />I <br />