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<br />Data for CENTERVILLE PROP DRAINAGE 10-24-00 <br />TYPE II 24-HOUR RAINFALL= 5.90 IN <br />Prepared by James R.Hill, Inc. <br />HvdroCAD 5.11 000744 (c) 1986-1999 Applied Microcomputer Systems <br /> <br />Page 7 <br /> <br />26 Oct 00 <br /> <br />REACH 210 <br /> <br />NORTH SOUTH DITCH <br /> <br />Qin = 47.63 CFS @ 12.03 HRS, VOLUME= 9.51 AF <br />Qout= 40.02 CFS @ 12.24 HRS, VOLUME= 9.50 AF, ATTEN= 16%, LAG= 12.5 MIN <br />DEPTH END AREA DISCH <br />(FT) (SO-FT) (CFS) 3' x 2.5' CHANNEL STOR-IND+TRANS METHOD <br />0.00 0.00 0.00 SIDE SLOPE= .27 ' /' PEAK DEPTH= 2.41 FT <br />.25 .98 .39 n= .05 PEAK VELOCITY= 1.4 FPS <br />.50 2.43 1. 40 LENGTH= 585 FT TRAVEL TIME = 6.9 MIN <br />.75 4.33 3.12 SLOPE= .0015 FT/FT SPAN= 0-40 HRS, dt=.l HRS <br />1. 08 7.51 6.60 <br />1. 50 12.83 13.61 <br />2.00 20.81 26.06 <br />2.50 30.65 43.76 <br />