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<br />. <br /> <br />. <br /> <br />. <br /> <br />Alpha <br />Fretn Loss 1ftl <br />C ,. E Loss 1ft) <br /> <br />1.00 <br />0.50 <br />0.00 <br /> <br />Stream Power (Ib/it ~) <br />CUIII Volume (acre-tt) <br />Cum SA (acres) <br /> <br />CROSS SECTION RIVER: Pawnee Overflow <br />REACH: Flood Control Ch RS: 11666.6. <br /> <br />INPUT <br />~scription: <br />Station Elevation <br />Sta EIev <br />o 74.26 <br />102.25 67.04 <br /> <br />Manning's <br />st, <br />o <br /> <br />n Values <br />n Yal <br />.035 <br /> <br />Bank Sta: Left Right <br />o 123.89 <br /> <br />CROSS SECTION OUTPUT <br /> <br />E.G. Elev (it) <br />Vel Head 1ft) <br />N.S. Elell (ft) <br />Crit N.S. 1ft) <br />E.G. Slope (ft/ft) <br />Q Total leis) <br />Top Width 1ft) <br />Yel Total (ft/sl <br />Hax ChI Opth (ft) <br />Conv. Total (cis) <br />Length Wtd. (ft) <br />Min Ch El (it) <br />Alpha <br />Fretn Loss 1ft) <br />C ,. E Loss Iftl <br /> <br />CROSS SECTION OUTPUT <br /> <br />E.G. Elev (ftl <br />Vel Head (ftl <br />N.S. Elev (ft) <br />Crit N.S. (it) <br />E.G. Slope (ft/ft) <br />Q Total (cts) <br />Top Width ift) <br />Vel Total (ft/s) <br />Max ChI Dpth (~t) <br />Conv. Total (cis) <br />Length Wtd. (ft) <br />M1n Ch El {ft} <br />Alpha <br />Frctn Loss (ft) <br />C &ELoss (ft) <br /> <br />Data <br />st, <br />21.64 <br />123.89 <br /> <br />num~ <br />E1ev <br />67.04 <br />74.26 <br /> <br />7 <br />'" <br />22.03 <br /> <br />E:1ev <br />66.94 <br /> <br />'" <br />61.95 <br /> <br />s" <br />o <br /> <br />num= <br />n Val <br />.035 <br /> <br />2 <br /> <br />Proflle IISOO-Year <br /> <br />Lengths; Left Channel Right <br />166.67 166.67 166.67 <br /> <br />Data <br />SO, <br />21.62 <br />123.''5 <br /> <br />num= <br />Elev <br />66.53 <br />73.73 <br /> <br />74.51 <br />0.83 <br />73.68 <br /> <br />0.003002 <br />5000.00 <br />120.42 <br />7.31 <br />6.94 <br />91260.2 <br />166.67 <br />6(1.74 <br />1.00 <br />0.50 <br />0.00 <br /> <br />Profile il00-Year <br /> <br />74.51 <br />0.83 <br />73.68 <br /> <br />0.003002 <br />5000.00 <br />120.42 <br />7.31 <br />6.94 <br />91260.2 <br />166.67 <br />66.74 <br />1.00 <br />0.50 <br />0.00 <br /> <br />Element <br />\'It. n-Val. <br />Reach Len. [ft) <br />Flow Area Isq ft) <br />Area (sq HI <br />Flow (cfs) <br />Top Wid.th (H) <br />Avg. Vel. (!t/s) <br />Hydr. Depth (ft) <br />Conv. (cfs) <br />Wetted Per. (ft) <br />Shear (lb/sq ft) <br />Stream Power (lb/it 5) <br />Cum Volume (acre-it) <br />Cum SA (acres) <br /> <br />Element <br />lift. n-Val. <br />Reach Len. (ft) <br />Flow Area (sq ft) <br />Area (sq ft) <br />Flow (cfs) <br />Top Width (ft) <br />Avg. V",L (ftls) <br />Hydr. Depth {ftl <br />Conv. (cfs) <br />Wetted Per. {ft] <br />Shear (lb/sq ftl <br />Strea~ Power lIb/it s) <br />Cum Vo~ume lacre-fti <br />Cum S}\. (<!Cresl <br /> <br />CROSS SECTION RIVER; Pawnee Overflow <br />REACH: Flood Control Ch RS: 11500.* <br /> <br />INPUT <br />Description: <br />Station Elevation <br />Sta Elev <br />o 7373 <br />102.14 66.53 <br /> <br />Manning's n Va~ues <br />Sta n Va,- <br />.035 <br /> <br />Bank Sta: Left Rlgh~ <br />o l23.76 <br /> <br />CROSS SECTION OUTPU? <br /> <br />E.G. Elev (ft} <br />\'el Head ,ft) <br />W.S. Elev (:"t) <br />Cnt W.S. '::"t:' <br />E:.G. S':'ope (ft/=t) <br />Q ,oto.~ (efs) <br />Top W.:dth :::t', <br />Ve~ Tota~ (ft._. <br />Max Ch~ Cpth \:t) <br />Con\'. Toto.; ,~"~', <br />Length Wtd. '.ft., <br />Hi:> C,-, E~ (f,= I <br />hll"h" <br />("',ct:> Loss .:f':l <br />C /;. E Loss :f:, <br /> <br />num"' <br />S1:1:. n Val <br />o .035 <br /> <br />, <br />ec, <br />22.01 <br /> <br />li:lev <br />66.44 <br /> <br />S" <br />61.88 <br /> <br />Profile ~500-Year <br /> <br />Lengths; Left Channel Right <br />166.67 166.67 166.67 <br /> <br />74 01 <br />0.83 <br />73.18 <br /> <br />0.003011 <br />5000.00 <br />120.4'; <br />,32 <br />6. 9~ <br />9112~. 3 <br />1E6.67 <br />66.24 <br />1.00 <br />0.50 <br />000 <br /> <br />Element <br />i'it. n-Val. <br />Reach Len. (ft) <br />Flow Area (sq ft) <br />Area Isq ft) <br />Flow lefsl <br />Top "hdth (f:) <br />Avg. \'ei. at/sl <br />Hydr. :Jepth (ftl <br />CC;-1V. Icfs) <br />I'>etted Per. (ftl <br />Shear Ilb/sq ftl <br />Strea~ Power Ub/ft s: <br />Cu~ Volume (acre-ft) <br />CC:ffi SA (acres) <br /> <br />E1ev <br />66.74 <br /> <br />Coeff Contr. <br />,3 <br /> <br />7.63 <br />233.21 <br />44.81 <br /> <br />S" <br />101.86 <br /> <br />Elev <br />66.94 <br /> <br />Expan. <br />,5 <br /> <br />Left OB Channel Right OEl <br />0.035 <br />166.67 166.67 166.67 <br />683.63 <br />683.63 <br />5000.00 <br />120.42 <br />7.31 <br />5.68 <br />91260.2 <br />122 .61 <br />1.04 <br />7.64 <br />2::;0.59 <br />44.35 <br /> <br />Left OB <br /> <br />166.67 <br /> <br />Elev <br />66.24 <br /> <br />Coeff Contr. <br />,3 <br /> <br />Channel Right OB <br />0.035 <br />166.67 166.67 <br />683.63 <br />683.63 <br />SOOD.OO <br />120.42 <br />7.31 <br />5.68 <br />91260.2 <br />122.61 <br />1.04 <br />7.64 <br />230.60 <br />44.35 <br /> <br />st, <br />101.75 <br /> <br />Elev <br />66.44 <br /> <br />Expan. <br />,5 <br /> <br />Left OB Channel Bight OB <br />0.035 <br />1(16.67 166.67 166.67 <br />683.03 <br />683.03 <br />5800.00 <br />120. ~f, <br /> <br />.f7 <br />,,1124.8 <br />l22.fl <br />J . C~ <br />.f6 <br />22'.98 <br />43.2" <br />