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<br />3 <br /> <br />&- If S'z...... <br />&/;0 <br /> <br />CURRENT DATE: 03-15-1999 FILE DATE: 03-15-1999 <br />.iIa.. TIME: 11:17:23 FilE NAME: GSH52 <br /> <br />...:;iililliilil11jjmTIilijjl111iliillllml!m\illmlllmmm1iliiliilimL~lmmlliiliiliTIl1ilimHili~rf;llllllllL~1iliili~~~lmiliililiffilgljfJijili~~~g;::;;miliiliiliiliggggm:.llilJiillg <br />mmmfg~h1ffiiiliiiliiliTIiliiiiiiiii~~iiiim~~~iiiiimmH!! TAil ~A TER iiliii~1f@Tgiilimiimili!f,;''l;jmmmmilijjiligmc~fgii <br /> <br /> <br />:m~~7~ljTIilijmmmmiliilimnmr,iliilillimjjiliilim~mjiliilimjjjjlim:miimHmilinu:m[mmmmiliiliililimjm;;f,iliiliilii~jmlrlijjjjjjljjjjjjjjjililf~~jjiliilimmmmmmiiffiilli1[ <br /> <br />FilE NAME: GSH52 <br />FilE DATE: 03-03-1999 <br /> <br />.**** USER DEFINED CHANNEL CROSS-SECTION <br />MAIN CHANNEL AND lT & RT OVER BANKS <br />lEFT CHANNEL BOUNDARY 3 <br />RIGHT CHANNEL BOUNDARY 6 <br />MANNING n lEFT OVER BANK 0.035 <br />MANNING n MAIN CHANNEL 0.035 <br />MANNING n RIGHT OVER BANK 0.035 <br />SLOPE OF CHANNEL 0.0091 ft/ft <br /> <br />CROSS-SECTION <br />COORD. NO. <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br /> <br />x <br />(ft) <br />1.00 <br />1400.00 <br />1500.00 <br />1500.00 <br />1502.00 <br />1502.00 <br />1602.00 <br />1702.00 <br /> <br />Y <br />(ft) <br />4980.00 <br />4970.00 <br />4961.50 <br />4959.50 <br />4959.50 <br />4961.50 <br />4970.00 <br />4980.00 <br /> <br />******* UNIFORM FLOW RATING CURVE FOR DOWNSTREAM CHANNEL <br /> <br /> FLOW W.S.E. FROUDE DEPTH VEL. SHEAR <br />. (ds) (ft) NUMBER (ft) (f/s) (psf) <br />0.00 4959.50 0.000 -0.50 0.00 0.00 <br /> 120.00 4963.01 0.423 3.01 4.50 0.66 <br /> 200.00 4963.39 0.430 3.39 4.82 0.74 <br /> 360.00 4963.92 0.439 3.92 5.24 0.84 <br /> 480.00 4964.21 0.444 4.21 5.47 0.89 <br /> 600.00 4964.47 0.448 4.47 5.67 0.94 <br /> 720.00 4964.70 0.452 4.70 5.84 0.98 <br /> 840.00 4964.89 0.454 4.90 5.99 1.02 <br /> 960.00 4965.07 0.457 5.08 6.12 1.05 <br /> 1080.00 4965.24 0.459 5.24 6.24 1.09 <br /> 1200.00 4965.40 0.461 5.40 6.36 1.12 <br />Note: Shear stress 'was calculated using R. <br /> <br />iimm;;,;;;;;i;;;;;::::,::::::",,:::::::::::::::::::::::::::::::::::::::::::::::::::::::::;;;;;;;;",,,,,;;;;;;;;;;;;;;;;;;mmmm:mm;;;;;;;m;;;;;;imm;;;;,;;;;;;;;;;;;;mmmm;;;:;;;;;;;:..:::i;;;;;;mm;,,,,,::, <br />::::::::::::::::::::::::::::::::::::::llimi!i:::::::::::H::::m:m:t!::m:::::::::lli:::::::::::::::::::::::::::::::::m:mmlli:::ili:m:::::::::m:mmm::::::mlll:;:::::t::::m:::::::::::::::::::::::m:::::::::::::;;: <br /> <br />.............................................................................. <br />Hjmm~~mm~jjjHH::iimmlll1m/: :"",,:::::,......... ROADWAY OVERTOPP I NG DATA ::::"::::::::::::::::::::::::::::mmmmmHiiiiiii;;;;::::'......... <br />:;':;::;;;:::::;:;:::::g::!!!!!g~g~~~g~~!!!!!m~m~~g!!!!!~g~~::!!!!!~m~mm~g~!g!mmmmmmmmm~mmmmmmmmmmmm~~~~~mm~~g:::g:!mm:mm~g~~~~~~~mg:~::~::~~!~~~~~~~!~!!~:::~ <br />:::::::::::::::::::::::::::::::::::::::::::::::,,:::::::::::::::::::::::::::::::::::::"',:::::::::,,:::::::::::::::::::::::::1::::::::::::::::::::::............. <br /> <br />ROADWAY SURFACE <br />EMBANKMENT TOP WIOIH <br />***** USER DEFINED ROAD~AY PROFilE <br />CROSS-SECTION X <br />COORD. NO. ft <br />1 0.00 <br />2 325.69 <br />3 352.96 <br />4 409.33 <br />5 472.89 <br />6 491.15 <br />7 563.90 <br />8 661.19 <br />9 804.81 <br />10 941.61 <br /> <br />. <br /> <br />PAVED <br />70.00 ft <br /> <br />Y <br />ft <br />497S.73 <br />4975.04 <br />4974.57 <br />4974.90 <br />4974.70 <br />4975.00 <br />497S.40 <br />4976.17 <br />4978. " <br />4980.31 <br />