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NEW DRAINAGE INPUT <br /> FLOOD H(DFOf4P.4;PH <br /> N,. TIMF B:MO3-1R TOTAL <br /> HR MN cts cis <br /> 1 7: t0 0.00 0.00 <br /> 2 71311 0.11 0.11 <br /> 3 7:" 0.18 0.18 <br /> 4 8:10 0.20 0.20 <br /> 5 8:30 0.20 0.20 <br /> 6 6:50 8.20 0.20 <br /> -7 ?;t0 0.28 0.20 <br /> 8 9:30 0.34 0.34 <br /> 9 9:50 0.86 0.86 <br /> lb 10: 10 4.24 4.24 <br /> 1t 10:30 3.71 3.71 <br /> 12 10:50 1.46 1.46 <br /> 13 11:10 0.81 0.81 <br /> 14 11:30 0.56 0.56 <br /> 15 11:50 8.43 0.43 <br /> 16 12:10 0.36 0.36 <br /> 17 12:30 0.35 0.s5 <br /> 1R 12:50 0.31 0.31 <br /> 19 1':l0 0.23 0.23 <br /> 21+ 11:30 0.28 0.28 <br /> 21 13150 0.22 0.22 <br /> 22 14:10 0.28 0.28 <br /> 23 14:-A 0.22 0.22 <br /> 24 14:50 0.28 0.20 <br /> 25 1`5:1N 0.20 0.20 <br /> 2e I'3::v0 0.20 0.20 <br /> 27 It':`.0 0.20 0.20 <br /> 2s 16:10 0.20 6.20 <br /> 9 16:30 0.20 0.20 <br /> 30 16:50 0.20 0.20 <br /> 31 17:10 0.20 0.20 <br /> 32 17:36 0.20 0.20 <br /> <? 17:5:+ 0.20 0.?w <br /> �4 IR:1N 0.20 0.20 <br /> 35 1 ::vN 0.16 0.16 <br /> So 1 5.0 0.04 0.04 <br /> 1-: 1N 0.01 0.01 <br /> ?a 1�:?H 0.00 0.06 <br /> 1+:`..0 0.i+0 0.00 <br /> 40 -.10 If' 0.00 0.00 <br /> PE(iK Iu:10 4.24 <br /> OPEN CHANNEL FLOW <br /> CHWJPIEL DITCH IA <br /> TRAPF201 DF L1 ;HPPE <br /> OtPIH OF CH�tIIE_L (Ft) 1 <br /> TOP WIDTH OF CHc+NNEL 4 Fr <br /> BOTTOM WIDTH OF CHANNEL 1 Ft <br /> SUiPF OF CHc AJEI. .9 <br /> l_j4ibI H (+ I;H«AdEL 440 Ft <br /> N ,INIWW, Pi 1ri:Ht1ESS COEFFICIENT 04 <br /> DE'A(.N FLOW 4.24221 cis <br /> DESI(714 FLOW VEL DEPTH AREA WET P TIME <br /> cis fps it sq it it min <br /> MAX FLOW 5.86 2.35 1.00 2.50 4.61 3.13 <br /> FLOW 4.24 2.16 0.96 1.96 4.10 3.40 <br /> HYDROGRAPH ROUTING TIME SHIFT <br /> DELAY TIME <br /> label min <br /> DITCH to 3.40 <br /> itf , B:F::•-l.lw.i <br /> tl. wli 1 FLOW <br />