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Data for CENTERVILLE PROP DRAINAGE 10 -24 -00 Page 7 <br /> TYPE II 24 -HOUR RAINFALL= 5.90 IN <br /> Prepared by James R.Hi11, Inc. 26 Oct 00 <br /> HydroCAD 5.11 000744 (c) 1986 -1999 Applied Microcomputer Systems <br /> REACH 210 NORTH SOUTH DITCH <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 =.1 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 />