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<br />I <br /> <br />~ <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br />I <br /> <br />. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br /> <br />I <br /> <br />Data for Arden Hills <br />TYPE II 24-HOUR RAINFALL= 4.15 IN <br />Prepared by Short Elliott Hendrickson Inc. <br />HvdroCAD 5.11 001264 tc) 1986-1999 Applied Microcomputer Systems <br /> <br />Page 65 <br /> <br />17 Jul 01 <br /> <br />POND 2 Pond 2 <br />Qin = 125.0 CFS @ 12,09 HRS, VOLUME = 8.79 AF <br />Qout= 15.15 CFS @ 12,88 HRS, VOLUME = 6,54 AF, ATTEN= 88%, LAG= 47.8 MIN <br />ELEVATION AREA INC. STOR CUM.STOR STOR-IOO METHOD <br /> (FT) (AC) (AF) (AF) PEAK STORAGE = 15.87 AF <br /> 890.0 1.59 0,00 0,00 PEAK ELEVATION= 898,0 FT <br /> 895,0 2.00 8,98 8,98 FLOOD ELEVATION= 900,0 FT <br /> 896,0 2.28 2,14 ll,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=.01'(' Ke=.5 <br /> <br />CC=.9 <br /> <br />Cd=,6 <br /> <br />POND 2 INFLOW & OUTFLOW <br />Pond 2 <br /> <br />12. <br />". <br />lee <br />98 <br />^ <br />. 88 <br />1i 7B <br />s. <br />~ 58 <br />-' ,. <br />w.. 3e <br />2e <br />'8 <br />." <br /> <br />srrn-IND METI-(]D <br />PEAK STaR= 15.87 AF <br />PEAK ELEU= 898 Fl <br /> <br />Qln= 125.8 CFS <br />Qaut= 15.15 CFS <br />LAG= 47.8 MrN <br /> <br />- ----- <br />/ ----- <br />I ------ <br /> <br />~ ~ :: <br /> <br />~ <br /> <br />~ <br /> <br />~ ~ <br /> <br />'" <br /> <br />'" <br />N <br /> <br />TIME Choure.) <br />