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<br /> <br />3 <br /> <br />GrH 12.- <br />S;" <br /> <br />CURRENT DATE: 03-12-1999 FILE DATE: 03-12-1999 <br /> <br />_;~.E: 14:23:50 __ _~~~=-._.,'~ N~~:~::~:'~"~.~ <br /> <br /> <br />1'== ;;lmEElllll~!ll!E;::- <br />;:;. =- TAIL"'ATER lll!lmmrnl!" -:IlIEllllilI~ <br />:==-.::..-= -.",...",. ..:....-== ''''i' =::=::::::= ---- <br />;:::::"--..~1E!l:=5S!5r:EiSi5ll:i!::!Eii.::sr:l:';;;;=--==:::"':'==il"'=-"::=i!l==;I!;;l::;:lliz:'-" .----- <br /> <br />FILE NAME: GWCR12 <br />FILE DATE: 03-12-1999 <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 /> <br />CROSS. SECTION <br />COORD. ND. <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br /> <br />x <br />(ft) <br />0.00 <br />400.00 <br />430.0D <br />440.00 <br />470.00 <br />970.00 <br /> <br />o <br />o <br />0.000 <br />0.035 <br />0.000 <br />0.0091 ftlft <br /> <br />Y <br />(ft) <br />5010.00 <br />5000.00 <br />4994.00 <br />4994.00 <br />5000.00 <br />5010.00 <br /> <br />******* UNIFORM FLOW RATING CURVE FOR DOWNSTREAM CHANNEL <br /> <br /> FLOW W.S.E. FROUOE DEPTH VEL. SHEAR <br /> (ds) (ft) NUMBER (ft) (tis) (psf) <br /> 0.00 4994.00 0.000 -D.06 O.DO 0.00 <br />e 22.50 4994.67 0.639 0.60 2.65 0.30 <br />45.00 4994.96 0.672 0.89 3.24 0.41 <br /> 67.50 4995.18 0.691 1.12 3.64 0.48 <br /> 90.00 4995.37 D.705 1.30 3.95 0.55 <br /> 112.50 4995.53 0.716 1.47 4.20 0.60 <br /> 135.00 4995.68 0.725 1.61 4.41 0.65 <br /> 157.50 4995.81 0.732 1.75 4.61 0.69 <br /> 180.00 4995.93 0.739 1.87 4.77 0.73 <br /> 200.00 4996.03 0.744 1.97 4.91 0.76 <br /> 225.00 4996.15 O.75D 2.09 5.07 0.79 <br />Note: Shear stress was calculated using R. <br /> <br />;;;;;;;;,;;;;;;11llllllli!l1';;"::::1:1::l!i:1!!ll!i,,l!l:1;!:mm::llll!i:l!lm!lllmlllmmmii;;;;;":::1;;;m:Sl.mm==.=..,"ffilE,,!!lm;!!mE!!E!i!!!!!!!!!l!!!.:m!..,,!!!!:",,lm2iH1lEll!!"mmlm <br />::;;:;;,;;;ilmmmliiiH;;;lilm;::=liimllii!il;;;illm;;;"iiiH!imliilil!lll1;;:.lliE:1iEm==:lI!==i!1ll!!!!5E5:"";==::Jill;,;,:=!lIlI!!lliiiUl!lE'.;m;,.":li=":;:;:=:mmmm <br />illllllmiliit~~mmmilimilliiliT~[iiiliili'rilllilliilim!! ROADWAY OVERTOPPING DATA iiiij~lil~~;;;lI:m;;;;;;;;;:j~Tgimji <br />11jjjjjjjllijlli1~~lliiiiiiijiffi~tir~=~~~!;J~'~mffiilii::'. . ':"~~;';;--=~~:-=-~T:l"~:,'~liHI!l'ili~~L;:::;;"-::;;;sijHmlm~ <br /> <br />ROADWAY SURFACE <br />EMBANKMENT TOP WIDTH <br />***** USER DEFINED ROADWAY PROFILE <br />CROSS. SECTION X <br />COORD. NO. ft <br />1 120.08 <br />2 233.07 <br />3 367.76 <br />4 500.38 <br />5 561.63 <br />6 618.96 <br />7 673.25 <br />8 777.79 <br />9 830.31 <br />10 986.69 <br />11 1039.56 <br />12 1090.36 <br /> <br />. <br /> <br />PAVED <br />30.00 ft <br /> <br />y <br />ft <br />5D03.10 <br />5000.26 <br />5001.54 <br />5005.20 <br />5006.90 <br />5008.41 <br />5009.31 <br />5010.59 <br />5011.22 <br />5013.79 <br />5014.48 <br />5015.08 <br />