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<br />I <br /> <br />~ <br /> <br />I <br /> <br />I <br />I <br />I <br />I <br /> <br />I <br /> <br />II <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br /> <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 (c) 1986-1999 Applied Microcomputer Systems <br /> <br />Page 44 <br /> <br />17 Jul 01 <br /> <br />POND 6 Pond 6 <br />Qin = 52,97 CFS @ 12,03 HRS, VOLUME= 3.27 AF <br />Qout= 5.20 CFS @ 12,92 HRS, VOLUME= 2,27 AF, ATTEN= 90%, LAG= 53.5 MIN <br />ELEVATION AREA INC.STOR CUM, STOR STOR-IND METHOD <br /> (FT) (AC) (AF) (AF) PEAK STORAGE = 9.71 AF <br /> 880,3 1.11 0.00 0,00 PEAK ELEVATION= 887.3 FT <br /> 885.3 1.45 6.40 6.40 FLOOD ELEVATION= 890.3 FT <br /> 886,3 1.69 1.57 7.97 START ELEVATION= 886.3 FT <br /> 888,3 1. 85 3,54 11. 51 SPAN= 10-20 HRS, dt=.l HRS <br /> 890.3 2,02 3.87 15.38 <br /> <br /># ROUTE <br />1 P <br /> <br />INVERT <br />886,3' <br /> <br />OUTLET DEVICES <br />24" CULVERT <br />n=,012 L=100' S=.OI'/' <br /> <br />CC=.9 <br /> <br />Cd=,6 <br /> <br />Ke=.5 <br /> <br />POND 6 INFLOW & OUTFLOW <br />Pond 6 <br /> <br /> 5. <br /> 45 <br /> 40 <br />" 35 <br /><0- 3. <br />u <br /> 25 <br />:3 20 <br />0 <br />-' <br />"- t5 <br /> t. <br /> 5 <br /> 0.'; <br /> <br />STOR-IND METHOD <br />PEAK STDR= 9.71 AF <br />PEAK ELEV= 887.3 FT <br /> <br />Qln= 52.97 CFS <br />Oout:= 5.28 CFS <br />LAG= 53.5 HIN <br /> <br />,...- -------~--- <br /> <br />~ ~ :: ~ ~ <br /> <br />C: <br /> <br />~ ~ <br /> <br />"' <br />N <br /> <br />TIME Chour-&) <br />