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<br /> <br />&#/0 <br /> <br />3 <br /> <br />;/? <br /> <br />CURRENT DATE: 03-12-1999 FILE DATE: 03-12-1999 <br /> <br />.;llEET~ME: 16:1~,:~w.~~~~'Hiliill;'illilliiili~ili?;;__~~~:_:~~:iffiT;~ <br /> <br />j~1='==~i::....]~ilili TAl LWATER jl~=~;:~~Jt- ==I::lrnsi=ili"ilfw!~= <br />i~,;:;;;~:::. -.~;,_.=.EJ:-~~~rlmmili.~~~~i~imiliUili.~rg~:llill::mmr,'ilifJll1Hjffiili~gH1=:'~~'iim~!iliill:-:!jjf:iili.~miLij;;'7::.-..;;.~~.:;=..ilifu1:jjj <br /> <br />..... USER DEFINED CHANNEL CROSS-SECTION <br />MAIN CHANNEL ONLY <br />LEFT CHANNEL BOUNDARY <br />RIGHT CHANNEL BOUNDARY <br />MANNING n LEFT OVER BANK <br />MANNING n MAIN CHANNEL <br />MANNING n RIGHT OVER BANK <br />SLOPE OF CHANNEL <br /> <br />CROSS-SECTION <br />COORD. NO. <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br /> <br />x <br />(ft) <br />0.00 <br />400.00 <br />450.00 <br />452.00 <br />527.00 <br />6n.00 <br /> <br />FILE NAME: GWCR10B <br />FILE DATE: 03-12-1999 <br /> <br />o <br />o <br />0.000 <br />0.035 <br />0.000 <br />0.0074 ft/ft <br /> <br />Y <br />(ft) <br />5060.00 <br />5050.00 <br />5045.80 <br />5045.80 <br />5050.00 <br />5060.00 <br /> <br />******. UNIFORM FLOW RATING CURVE FOR DOWNSTREAM CHANNEL <br /> <br /> FLOII W.S.E. FROUOE DEPTH VEL. SHEAR <br /> (cfs) (ft) NUMBER (ft) (f/s) (psf) <br /> 0.00 5045.80 0.000 -0.13 0.00 0.00 <br />. 40.00 5046.81 0.579 0.88 2.40 0.25 <br />80.00 5047.12 0.604 1.19 2.85 0.32 <br /> 120.00 5047.34 0.619 1.41 3.15 0.37 <br /> 160.00 5047.52 0.631 1.59 3.38 0.41 <br /> 200.00 5047.68 0.640 1.74 3.58 0.45 <br /> 240.00 5047.82 0.647 1.88 3.75 0.48 <br /> 280.00 5047.94 0.653 2.01 3.89 0.51 <br /> 320.00 5048.05 0.659 2.12 4.02 0.53 <br /> 360.00 5048.15 0.663 2.22 4.14 0.56 <br /> 400.00 5048.25 0.668 2.32 4.25 0.58 <br />Note: Shear stress was calculated using R. <br /> <br />il1jl1jl111111j~11111jmgmmmmgl~=ilf.ijljjjljjjjff[jjjjjjjjm~~lilijmjjmg;:ffi~~~~~jjjjjjr;;~~-~gmjr~:!!mjgm~~FJ11g~j~j~gjjg~1~~T:==:ijii.;Jilij;;4i'jiliffifu1"ffu] <br /> <br />mmmmjililfJffigg~mEf,ililli~~''iiinrgmmmmmjmll ROADWAY OVERTOPP I NG DATA mmlm!E1f.gjjgggmmill::l:-:;1jfffiiliu~~1b~ilitili1ili <br /> <br />iljjjjjjjmmmmmmillmiffi1i~1iF.:~~'llh~mgg~mjmm~g1illif~ljjjk:fu1!jjHiffiiliilim;~~~~m;:~~;m~j~iiimiif;liillll~m~mii11f~:=!!t.m:~lillijiimf~~iliig <br /> <br />ROADWAY SURFACE <br />EMBANKMENT TOP WIDTH <br />..... USER DEFINED ROADWAY PROFILE <br /> <br />. <br /> <br />CROSS-SECTION <br />COORD. NO. <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />" <br />12 <br /> <br />X <br />ft <br />0.00 <br />54.16 <br />124.37 <br />176.58 <br />229.40 <br />284.42 <br />339.85 <br />393.87 <br />445.20 <br />516.49 <br />580.33 <br />634.37 <br /> <br />GRAVEL <br />30.00 ft <br /> <br />Y <br />ft <br />5056.66 <br />5054.76 <br />5052.49 <br />5051. 28 <br />5050.63 <br />5051.11 <br />5052.64 <br />5054.55 <br />5055.63 <br />5056.88 <br />5057.74 <br />5058.26 <br />