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<br />I <br /> <br />~ <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />II <br /> <br />I <br /> <br />I <br /> <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 />HvdroCAD 5,11 001264 (c) 1986-1999 Applied Microcomputer Systems <br /> <br />Page .46 <br /> <br />17 Jul 01 <br /> <br />POND 8 Pond 8 <br />Qin 53.39 CFS @ 12.02 HRS, VOLUME; 3,26 AF <br />Qout~ 7.48 CFS @ 12,58 HRS, VOLUME; 2,53 AF, ATTEN~ 86%, LAG~ 33,4 MIN <br />ELEVATION AREA INC,STOR CUM,STOR STOR-IND METHOD <br /> (FT) (AC) (AF) (AP) PEAK STORAGE ~ 6.76 AF <br /> 873.1 ,81 0.00 0.00 PEAK ELEVATION~ 879.3 FT <br /> 877.1 1.11 3,84 3,84 FLOOD ELEVATION~ 882.1 FT <br /> 878 ,1 1.33 1.22 5,06 START ELEVATION; 878,1 FT <br /> 880.1 1.47 2,80 7.86 SPAN; 10-20 HRS, dt;.l HRS <br /> 882,1 1.62 3.09 10.95 <br /> <br /># ROUTE <br />1 P <br /> <br />INVERT <br />878.1' <br /> <br />OUTLET DEVICES <br />24 h CULVERT <br />n;.012 L;100' s;.ol'I' <br /> <br />Ke;.5 <br /> <br />CC;,9 <br /> <br />Cd;.6 <br /> <br />PO NO 8 INFLOW & OUTFLOW <br />Pond 8 <br /> <br /> 50 <br /> 45 <br /> 40 <br />~ 35 <br />. <br />"- 38 <br />u <br /> 25 <br />::; 20 <br />0 <br />-' <br />w.. 15 <br /> 10 <br /> 5 <br /> 0~ <br /> <br />STOR-INO METHOD <br />PEAK STOR= 6.76 AF <br />PEAK ELEU= 879.3 FT <br /> <br />Qln= 53.39 CF5 <br />Qout= 7.48 eFS <br />LAG::: 33.4 HIN <br /> <br />I --- ---- <br />I ----- ------- <br />/ <br />~ ~ :: ~ ~ C: !" !" '" <br />N <br /> <br />TIME Chour5) <br />