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<br />Data for Arden nills <br />TYPE II 24-HOUR RAINFALL= 5,90 IN <br />Prepared by Short Elliott Hendrickson Inc, <br />HvdroCAD 5.11 001264 (c) 1986-1999 Applied Microcomputer Systems <br /> <br />Page 24 <br /> <br />17 Jul 01 <br /> <br />POND 11 Pond 11 <br />Qin = 100,7 CFS @ 12,08 HRS, VOLUME= 7.05 AF <br />Qout= 18,18 CFS @ 12.63 ERS, VOLUME= 6,01 AF, ATTEN= 82%, LAG= 32,6 MIN <br />ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD <br /> (FT) (AC) (AF) (AP) PEAK STORAGE = 9.68 AF <br /> 871. 3 ,83 0,00 0,00 PEAK ELEVATION= 879,7 FT <br /> 876.3 1.13 4,90 4,90 FLOOD ELEVATION= 880.3 FT <br /> 877.3 1.35 1.24 6.14 START ELEVATION= 877 .3 FT <br /> 879.3 1.49 2,84 8.98 8PAN= 10-20 HR8, dt=,l ERS <br /> 880,3 1.64 1.57 10,55 <br /> <br /># ROUTE <br />1 P <br /> <br />INVERT <br />877,3' <br /> <br />OUTLET DEVICES <br />24 n CULVERT <br />n=,012 L=100' 8=,01'/' Ke=.5 Cc=.9 Cd=.6 <br /> <br />POND I 1 INFLOW & OUTFLOW <br />Pond 11 <br /> <br /> ,.. <br /> 9. <br /> 6. <br />~ 7. <br />" 6. <br />4- <br />U <br />~ 5. <br />3 .a <br />0 <br />..J 3. <br />u. <br /> 2. <br /> I. <br /> '\,\ <br /> <br />STOR-IND METHOD <br />PEAK STOR= 9.68 AF <br />PEAK ELEU= 879.7 FT <br /> <br />Oln= 188,7 CFS <br />Gout.= 18.18 CFS <br />LAG= 32.6 HIN <br /> <br />,. --- --- <br />, --. -------- <br />I <br />, <br />N ~ :: ~ ~ c: ~ ~ '" <br /> N <br /> <br />TIME (hour:,) <br /> <br />1 <br /> <br />J <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />I <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 />