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DITCH 1--c. 1. t0 <br /> NEW DRAINAGE INPUT <br /> DRAII,"(,E ALREADi INCLUDED IN TO'FAL. FLOW <br /> LA:Ml13-tR.r+AT <br /> P.:hk 2R.OAT <br /> FLOOD HYDPOGP.HPH <br /> No T111E 8:M63-3R TOTAL <br /> Hk MMJ cis cis <br /> 1 19 0.00 0.00 <br /> 7:3V 0.16 0.27 <br /> 50 0.44 0.62 <br /> 4 1:10 0.56 0.76 <br /> 5 8:30 0.60 0.80 <br /> 6 S:'W 0.62 0.81 <br /> 7 9:10 0.62 0.82 <br /> 8 9 :0 0,81 1.16 <br /> 9 9:50 1.74 2.61 <br /> 10 10:10 7.34 11.58 <br /> 11 10;30 12.58 16.2A <br /> I[ 10:50 7.48 8.94 <br /> 13 Il:lu 4.c,8 4.916 <br /> 14 11:;9 2.5J 3.30 <br /> 15 11:50 1.81 4.73 <br /> 16 12:10 1.31 2.22 <br /> 17 12:30 1.19 1.85 <br /> 18 12:"M 1.04 1.62 <br /> 19 1"10 0.85 1.25 <br /> 20 1 SL+ 0.82 1.13 <br /> 1 1 i;,r, 0.73 1.00 <br /> 22 114:lu 0.79 1.07 <br /> 1.1:=,Fi 0.77 0." <br /> 24 14:'.(1 6.67 0.87 <br /> 25 15:If, 0.64 @.R4 <br /> 26 151 <0 0.63 0.83 <br /> Ib;50 0.62 0.82 <br /> 1H 1"110 0.6f 0.8[ <br /> 9 I,.:3u 0.62 0.82 <br /> -10 1-50 0.62 0.S2 <br /> 'i I 1,3 N.AY 0,A2 <br /> :s2 1 7:in 9.62 0.82 <br /> 1 7:°.g 0.62 0.82 <br /> ::4 1,::10 0,6e 0.82 <br /> a. 1y:`k 8,9f E.35 <br /> y 1' 0 N,94 0.04 <br /> 0.01 <br /> 40 -0 1$1 0.00 0.0A <br /> 41 o„: 0 A,OA 0.0r1 <br /> 42 20;`&1 0.00 0.00 <br /> PF.v 10:-1k 1..?o <br /> TOTAL H(DROGRAPH DATA FILEt B.-M3-3.DAT <br /> OPEN CH"-X-lEL FLOW <br /> CHANNEL CMP-5 <br /> C I RCLILAR IF"PE <br /> 1)1ot1ETFk (IF CHANNEL. (Ft) 2 <br /> SL�IPE OF r HANMIFL 5 X <br /> LFNI,TH OF CH(FME-L 120 Ft <br /> M44•I191NGS ROUr.1{4ESS COEFFICIENT .924 <br /> DESIGN FLOW 16.281 cis <br /> DFC1C44 FLOW VEL DEPTH AREA WET P TIME <br /> cis fps it sq it it m+n <br /> MAX FLOW 27.40 8.72 2.00 3.14 6.28 0.23 <br /> FLN4 16.28 9.19 1.11 1.79 3.36 0.22 <br /> HYDROGRAPH ROUTING TIME SHIFT <br /> D41,• TIME. <br /> I'.Y., m i n <br /> DITCH 1A 3.40 <br /> LI lr-H ', 1 ,00 <br />