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<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 18 <br /> <br />17 Jul 01 <br /> <br />POND 5 <br /> <br />Pond 5 <br /> <br />Qin 174.6 CFS @ 12,01 HRS, VOLUME= 10,61 AF <br />Qout= 22,93 CFS @ 12,33 HRS, VOLUME= 8.76 AF, ATTEN= 87%, LAG= 19.0 MIN <br />ELEVATION AREA INC,STOR CUM,STOR STOR-INn METHOD <br />(FT) (AC) (AF) {AF} PEAK STORAGE = 16.14 AF <br />918,0 1.44 0.00 0.00 PEAK ELEVATION= 926.7 FT <br />923,0 1.83 8,18 8.18 FLOOD ELEVATION= 928.0 FT <br />924,0 2,10 1.97 10.14 START ELEVATION= 924,0 FT <br />926,0 2,28 4,38 14,52 SPAN= 10-20 HRS, dt=.l HRS <br />928,0 2.46 4,74 19.26 <br /> <br /># ROUTE <br />1 P <br /> <br />INVERT <br />924,0' <br /> <br />OUTLET DEVICES <br />24" CULVERT <br />n=,012 L=100' s=.ol'I' <br /> <br />Cc=,9 <br /> <br />Cd=.86 <br /> <br />Ke=.05 <br /> <br />PONO 5 INFLOW & OUTFLOW <br />Pond 5 <br /> <br />17. <br />". <br />15. <br />". <br />". <br />r; 120 <br />II) 1113 <br />lor lE1a <br />,:; 90 <br />8. <br />'" 7. <br />g 68 <br />u. 58 <br />.. <br />3. <br />2. <br />,. <br />.", <br /> <br />STOR-INO METHOD <br />PEAK STOR= 15.14 AF <br />PEAK ELEU= 926.7 FT <br /> <br />Qin= 174.6 CFS <br />Gout= 22.93 CFS <br />lAG= I 9 MIN <br /> <br />~ <br />, <br />j <br />N <br /> <br />------ <br />---------- <br />--------- <br /> <br />~ ~ ~ ~ ~ ~ ~ <br /> <br />'" <br />N <br /> <br />TIME .(hour.) <br /> <br />I <br /> <br />J <br />1 <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br />I <br /> <br />I <br />II <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br />I <br /> <br />~ <br />I <br />