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<br />I <br /> <br />~ <br />I <br />I <br /> <br />I <br /> <br />I <br />I <br />I <br />I <br /> <br />It <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br />I <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 (cl 1986-1999 Applied Microcomputer Systems <br /> <br />Page 40 <br /> <br />17 Jul 01 <br /> <br />POND 2 Pond 2 <br />Qin 92.45 CFS @ 12,09 HRS, VOLUME~ 6,54 AF <br />Qout~ 10.41 CFS @ 13.00 HRS, VOLUME~ 4,58 AF, ATTEN~ 89%, LAG~ 54.7 MIN <br />ELEVATION AREA INC,STOR CUM.STOR STOR-IND METHOD <br /> (FT) (AC) (AF) (AF) PEAK STORAGE ~ 14.64 AF <br /> 890.0 1.59 0,00 0.00 PEAK ELEVATION~ 897.5 FT <br /> 895,0 2.00 8,98 8,98 FLOOD ELEVATION~ 900.0 FT <br /> 896,0 2.28 2.14 11,12 START ELEVATION~ 896,0 FT <br /> 898.0 2.46 4,74 15.86 SPAN~ 10-20 HRS, dt~,l HRS <br /> 900,0 2.62 5.08 20.94 <br /> <br /># ROUTE <br />1 P <br /> <br />INVERT <br />896 ,0' <br /> <br />OUTLET DEVICES <br />24" CULVERT <br />n~.012 L~100' s~.ol'I' Ke~,5 <br /> <br />Cc~.9 <br /> <br />Cd~.6 <br /> <br />PO NO 2 INFLOW & OUTFLOW <br />Pond 2 <br /> <br />9. <br />B5 <br />8" <br />75 <br />78 <br />~ 55 <br />" 68 <br />4- 55 <br />u 58 <br />~ 45 <br />:3 48 <br />o 35 <br />-' '8 <br />"- 25 <br />28 <br />15 <br />'8 <br />5 <br />800 <br /> <br />STOR-WD METHOD <br />PEAK STOR= 14,64 AF <br />PEAK ELEU= 897.5 FT <br /> <br />Qln= 92.45 CF5 <br />Qout.= 10.41 CFS <br />LAG= 54. 7 HIN <br /> <br />-- ----- <br />/ ----- <br />I <br />{\J ~ :: ~ ~ <br /> <br />!;: <br /> <br />'" <br /> <br />~ <br /> <br />" <br />N <br /> <br />TIME (hour~) <br />