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„14 <br /> I 4.5R <br /> Ulii.H if, I.18 <br /> LMP 0.22 <br /> HYDROC,Pe,PH f,-TF+ FILE; 6013--•.DAT <br /> OPEN CHANNEL FLOW <br /> CW444EL DITCH IA-4 <br /> TPAPr,-nI[wL 3W4PE <br /> Orl'1H 0[ 1 H"MIICI- (Ft) 1.5 <br /> TOP WI(,IH OF CE4V44EL 10 Ft <br /> BUIluM WIDTH OF CHANNEL 2 Ft <br /> SLOPE OF (HAtJNF L 2.1 <br /> LE1IG114 OF CW4hJEL 580 Ft <br /> MW11`41110'� POITHNESS COEFFICIENT ,94 <br /> DF r•1 GI I F L Ubi 16.281 c f s <br /> DE,1104 FL OW VEL DEPTH AREA WET P TIME <br /> cfs fps ft sq ft ft min <br /> MAh FLC44 43.68 4.84 1.50 9.00 10.54 2.00 <br /> FLOW 16.28 3.76 0.95 4.33 7.43 2.57 <br /> WDROGRAPH ROUTING TIME SHIFT <br /> DELAY TIME <br /> label min <br /> DITCH IA 3.40 <br /> DITCH 1A-1 2.00 <br /> clip-1 0.24 <br /> DITCH lA-2 4.58 <br /> DITCH to-3 1.10 <br /> CMP-5 0.22 <br /> DITCH to-4 2.57 <br /> H'rUPOI,RAF'H 1"TA FILL: B tM3-3.DAT <br /> OPEN CHANNEL FLOW <br /> CHGdMFL CMP-6 <br /> C 1 P,C UL AR SH*.PE <br /> 111F.MIAL:k OF CH"4NF_L (Ft) 2 <br /> 91.OPE DF C HfV t4FL 4 <br /> LENGTH OF CIIA144UL 35 Ft <br /> MANNING; PnUGqJFf-S COEFFICIENT .824 <br /> DEIGN FLON 16.281 cfs <br /> DESIGN FLOW VEL DEPTH AREA WET P TIME <br /> ,fs fps ft sq ft it min <br /> MAx FLOW 24.51 7.80 2.00 3.14 6.28 0.07 <br /> FLOW 16.28 8.35 1.19 1.95 3.53 0.07 <br /> WDROGRAPH ROUTING TIME SHIFT <br /> DELAY TIME <br /> label min <br /> DITCH 1A 3.40 <br /> DITCH IA-1 2.00 <br /> CMP-1 0,24 <br /> DITCH IA-2 4.58 <br /> DITCH 1A-3 I. 10 <br /> CMP-5 0.22 <br /> DITCH IA-4 2.57 <br /> CMP-6 0.07 <br /> HYDP06RAPH DATA FILE: 8tM3-3.DAT <br />