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IFNI.TH OF f;H-V-$ L 3:0 Ft <br /> tu�ItJlltf•', kOHI,µNESS COEFFICIENT .04 <br /> DESIGN FLOW 4.24221 cis <br /> DESIGN FLOW VEL DEPTH AREA WET P TIME <br /> cis fps ft sq it it min <br /> MAX FLC4'1 100.02 5.00 -tie 17.00 17.46 q,91 <br /> FLOW 4.24 2.67 e.61 1.59 5.34 2.00 <br /> HYDROGRAPH ROUTING TIME SHIFT <br /> DELAY TIME <br /> label min <br /> DITCH IA 3.40 <br /> DITCH 1A-t 2.00 <br /> HYDROGRAPH DATA FILE: 8iM3-1.DAT <br /> OPEN CHANNEL FLOW <br /> CHANNEL CMP-I <br /> CIPCIiLAR SHAPE <br /> DIAMFTFR OF CHr4,NEL (Ft) 1.5 <br /> SLOFF OF CHANNEL 1 % <br /> LENI•TH OF CHr,NNEL 50 Ft <br /> MANNINGS ROUGHNESS COEFFICIENT .024 <br /> DEIGN FLOW 4.24221 cis <br /> DESIGN FLOW VEL DEPTH AREA WET P TIME <br /> cis fps it sq it it min <br /> MAX FLOtJ 5.69 3.22 1.50 1.77 4.71 0.26 <br /> FLOW 4.24 3.53 9.97 1.28 2.79 0.24 <br /> r HYDROGRAPH ROUTING TIME SHIFT <br /> DELAY TIME <br /> Isbe) min <br /> DITCH IA 3.40 <br /> DITCH 1A-1 2.00 <br /> Clip-1 0.24 <br /> HYDPOGRAPH DATA FILE: B:M3-1.NAT <br /> NEW DRAINAGE INPUT <br /> DRF+IPMI6F r.LPEADY INCLUDED IN TOTAL FLOW <br /> b-MKI-1P.DAT <br /> FLOOD HYDRObRAPH <br /> No TIME BiM03-2R TOTAL <br /> HP MN cis cis <br /> 1 7110 0.00 8.98 <br /> r 2 7130 0.00 0.11 <br /> 3 7150 0.00 0.18 <br /> 4 alto 0.00 0.20 <br /> 5 8130 0.00 0.20 <br /> 6 8150 0.00 0.20 <br /> 7 9:10 0.00 0.20 <br /> 8 9130 0.00 0.34 <br /> 9 9:50 0.00 0.fe6 <br /> 10 10.,10 U.liO 4.24 <br /> 12 IH:`.: 1!.00 1.46 <br /> 13 12:t0 0.00 0.81 <br /> 14 1 1:^T1 0.23 0.79 <br /> it, It.`ki 2.49 2.�,2 <br /> 115 1.': 10 0.54 8.00 <br /> 1 t r '0 0.ea <br />