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t1,:t;ldll��••, F::."inHtq�'_,C-, CGFf•FICIF'_i:i 1 <br /> DES IbN FLL%4 VEL OLPTH t.. <br /> cfs fps f+ Sri ++ 1 <br /> 9.41 <br /> 1=L Vt 1 1 13 4.46 1.63 3..i9 4 <br /> HYDPOGRAPH ROUTING TIME SHIFT <br /> DELAY TIME <br /> Iab-1 min <br /> DITCH 5 7.71 <br /> CMP-3 U.37 <br /> H`rDROGPAPH DATA FILE: 8:M3-5.DAT <br /> OPEN CHAIIINEL FLOW <br /> CHAI4NLL DITCH 5-1 <br /> TRAPEZOIDAL SHAPE <br /> DEPTH nF CHANNEL (Ft) 1.5 <br /> TOP WIDTH OF CHANNEL 10 Ft <br /> POTTOM WILITH OF t_HHNNEL 2 Ft <br /> ':LUPE OF CHANNEL 1.1 <br /> LENGI H OF (HAIrJEL 420 Ft <br /> 116t1NING5 ROUGHNESS COEFFICIENT .04 <br /> DESIGN FLVJ 15.1269 cfs <br /> D1',I(IN FLOW VEL DEPTH AREA WET f'TIME <br /> cfs fps ft sq ft ft min <br /> MAX FLOW 31.55 3.51 1.50 9.00 10.54 2.00 <br /> FLOW 15.13 2.90 1.07 5.21 8.11 2.41 <br /> HYDROGRAPH POUTING TIME SHIFT <br /> DELAY IIMF. <br /> I ,bo) min <br /> DITCH 5 7.71 <br /> fhlP 0.37 <br /> DITCH 5-1 2.41 <br /> HfDPO6RAPH DATA FILE: B:M9-5.NAT <br /> NEW DRAINAGE INPUT <br /> DRAINAGE HLREADY INCLUDED IN TOTAL FLOW <br /> B:MO•i-4R.DAT <br /> B:110=-SR.DAT <br /> IFLGOC, H'lDPOGRAPH <br /> No 71OF B:M3-3.D TOTAL <br /> HR I-V4 cfs cfs <br /> 1 6150 0.00 0.00 <br /> 2 7:IF 0.00 0.00 <br /> 3 7:?0 0.17 0.59 <br /> 4 7150 0.50 1.01 <br /> 5 8:10 0.71 1.24 <br /> 6 8;30 0.79 1.33 <br /> 7 9:50 0.81 1.716 <br /> 8 9.10 8.82 1.75 <br /> 9 9:30 1.04 4.60 <br /> 1b 9:50 2.11 17.24 <br /> 11 10:10 8.50 13.36 <br /> 12 10:30 14.67 19.25 <br /> 13 10150 11.46 14.43 <br /> 14 11:10 6.28 8.36 <br /> 15 11:90 3.85 4.96 <br /> 16 11,90 4.24 `;.4`, <br /> t•, 1 at1 4. 11 <br /> tft 1..: ,A 1.Y7 ?.17 <br /> 19 1'.::bo 1.70 21.43 <br /> 24 S+: IA 1.38 1.98 <br /> C1 1-: •+ 1.17 1.85 <br /> 1 1.05 1.63 <br /> 1.i+` t <br />