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<br />I <br /> <br />~ <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br />I <br />II <br /> <br />I <br />I <br />I <br />I <br /> <br />I <br />I <br /> <br />~ <br /> <br />I <br /> <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 23 <br /> <br />17 Jul 01 <br /> <br />POND 10 Pond 10 <br />Qin 108.3 CFS @ 12.02 HRS, VOLUME~ 6.60 AF <br />Qout~ 17.35 CFS @ 12.51 HRS, VOLUME~ 5.61 AF, ATTEN~ 84%, LAG~ 29,6 MIN <br />ELEVATION AREA INC,STOR CUM. STOR STOR-IND METHOD <br /> (FT) (AC) (AF) (AF) PEAK STORAGE ~ 9.31 AF <br /> 873.8 .81 0,00 0.00 PEAK ELEVATION~ 882.1 FT <br /> 878,8 1.11 4,80 4,80 FLOOD ELEVATION~ 883.8 FT <br /> 879.8 1. 33 1.22 6.02 START ELEVATION~ 879.8 FT <br /> 881. 8 1.47 2,80 8,82 SPAN~ 10-20 HRS, dt~.1 HRS <br /> 883.8 1.62 3,09 11. 91 <br /> <br /># ROUTE <br />1 P <br /> <br />INVERT <br />879,8' <br /> <br />OUTLET DEVICES <br />24" CULVERT <br />n~.012 L~100' S~.01'/' Ke=.5 Cc~.9 <br /> <br />Cd~.6 <br /> <br />POND 10 INFLOW & OUTFLOW <br />Pond 10 <br /> <br />188 <br />90 <br />8a <br />~ <br />. 7a <br />4- <br />u 60 <br />~ <br />5a <br />3 <br />o ,. <br />..J <br />U. 3a <br />2S <br />18 <br />SOl <br /> <br />STOR-IND METHOD <br />PEAK STOR= 9.31 AF <br />PEAK EL€U= 882.! FT <br /> <br />Qln::;; 188.3 CFS <br />Qout= 17.35 CFS <br />LAG= 29.6 HIN <br /> <br />I - --- <br /> --- <br />, --- ----- <br />I <br />N ':' :! ~ ~ c: ~ <br /> <br />~ <br /> <br />Ol <br />N <br /> <br />TIME (hour~) <br />