Laserfiche WebLink
• Data for CENTERVILLE Et. DRAINAGE 10 -24 -00 Page 5 <br /> TYPE II 24 -HOUR RAINFALL= 5.90 IN <br /> Prepared by James R.Hill, Inca 26 Oct 00 <br /> HydroCAD 5.11 000744 (c) 1986 -1999 Applied Microcomputer Systems <br /> REACH 200 NORTH -SOUTH DITCH <br /> Qin = 44.68 CFS @ 12.21 HRS, VOLUME= 4.75 AF <br /> Qout= 38.96 CFS @ 12.49 HRS, VOLUME= 4.75 AF, ATTEN= 13%, LAG= 16.5 MIN <br /> DEPTH END AREA DISCH <br /> (FT) (SO-FT) (CFS) 2.5' x 2.5' CHANNEL STOR -IND +TRANS METHOD <br /> 0.00 0.00 0.00 SIDE SLOPE= .27 '/' PEAK DEPTH= 2.44 FT <br /> .25 .86 .33 n= .05 PEAK VELOCITY= 1.4 FPS <br /> .50 2.18 1.23 LENGTH= 735 FT TRAVEL TIME = 8.8 MIN <br /> .75 3.96 2.79 SLOPE= .0015 FT /FT SPAN= 0 -40 HRS, dt =.1 HRS <br /> 1.08 6.97 6.01 <br /> 1.50 12.08 12.60 <br /> 2.00 19.81 24.46 <br /> 2.50 29.40 41.45 <br /> REACH 210 <br /> Qin = 70.64 CFS @ 12.44 HRS, VOLUME= 9.26 AF <br /> Qout= 67.31 CFS @ 12.64 HRS, VOLUME= 9.26 AF, ATTEN= 5%, LAG= 11.9 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= 3.16 FT <br /> . 25 .98 .39 n= .05 PEAR VELOCITY= 1.5 FPS <br /> . 50 2.43 1.40 LENGTH= 585 FT TRAVEL TIME = 6.3 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 />