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<br />CUR"t"'OIT DATE: 03.12-1999
<br />~ TIME: 09:01:13
<br />
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<br />;mgmili~~m~[i[ml1ilifu-illi[lll[l[mfi~~"TI~~[[g' .........._ TAl LWA TER iiiiilit@l1m~liiliiliE~:s;=:::~[[i[lm5ililiffi:==i
<br />
<br />FILE DATE: 03-12-1999
<br />FILE NAME: GWC_ 'p_
<br />
<br />.;;;rr.;:::::::::;:,ii;;;;;::::;"';;;:;;:;mm;;;:;:::::m:;;':-:''''''''':-:'o:;:'::';;::';;:;;";:,',',;;;,:::':;;:;;::'''!l:;m'''::,EE,,::,;;;:::m:l:''ffil;;;,::,;;;::::;;;;;;mm;;;;;;;;=lEE;;;;;;;;;;;,;::;;;;.:;;,;;;:-:::.:;
<br />;;;:":'.::.'i;;;;;;;;;;;;;:;;;;;;;Eii:",::::::::::::::::,,..:::::;;:.:::::::::,:::::::::. .:...::m'll"". :'::':.:::..: ::::E';:::';,:=..m;,m;:;:::m;;m:';,"~...::-':::':;;:;;m;,:;;::;;,;:.:EE5;;' .:l:EE:.:;:...-_::.:::::
<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 0.0030 ft/ft
<br />
<br />CROSS - SECT! ON
<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 />0.00
<br />1100.00
<br />1150.00
<br />1150.00
<br />1158.00
<br />1158.00
<br />1178.00
<br />2278.00
<br />
<br />FILE NAME: GWCR22
<br />FILE DATE: 03-11'1999
<br />
<br />Y
<br />(ft)
<br />4880.00
<br />4870.00
<br />4862.30
<br />4860.30
<br />4860.30
<br />4862.30
<br />4870.00
<br />4880.00
<br />
<br />******* UNIFORM FLOW RATING CURVE FOR DOWNSTREAM CHANNEL
<br />
<br />e FLOW W.S.E. FROUDE DEPTH VEL. SHEAR
<br />(cfs) (ft) NUM8ER (ft) (f/s) (psf)
<br /> 0.00 4860.30 0.000 -0.11 0.00 0.00
<br /> 40.00 4862.18 0.352 1.77 2.74 0.24
<br /> 80.00 4863.07 0.371 2.65 3.50 0.34
<br /> 120.00 4863.65 0.383 3.24 3.97 0.42
<br /> 160.00 4864.08 0.390 3.67 4.30 0.47
<br /> 200.00 4864.44 0.396 4.02 4.57 0.52
<br /> 240.00 4864.74 0.401 4.33 4.79 0.55
<br /> 280.00 4865.01 0.405 4.60 4.99 0.59
<br /> 320.00 4865.26 0.408 4.84 5.16 0.62
<br /> 360.00 4865.47 0.411 5.06 5.31 0.65
<br /> 400.00 4865.67 0.414 5.26 5.45 0.67
<br />Note: Shear stress was calculated using R.
<br />
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<br />;;;;;m;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;m=;;;;;;;m;;:;;;;::~,;iliii;;;;;,;mt;E==::;;;;;;;;;;;;;;;;;iiliii:::mm:';;;;;;,,-;;E;".;;;;;;;:;;;;i;llii;E;:;,;;;;;;;;;;;;;;;;;;;;;;mlliiil::;;;;;;;:;iiiii;ililli:"'EmEllE
<br />
<br />immL~g~m~fiti~J[[[iili1~111~~11iliillliliL~1~iliL~JillL~j~ RQADWA Y OVERTOPP I NG OAT A :mili:f.~r:ii1illitiilliliillill:~ilimm~gi~[$.ili"~
<br />
<br />;;;;m;;;;;iii;:ii;;m;;;;;;;;;iiiii;;m;:;;;;r::m:m;:;:m;;;;;;;;;;;;;;;;;;;::::::-.::!;m:~m;;:m;;;1ffiffi;;;ffimmi;;;m:-=::-;;:~;;;;;mm;,15l,;;;;,;;:mi;;;,m;m;;;;m:-.illiiiiiimmmmil;;;i:.,"Em1;;
<br />:::::::::::..'''''''...... """;;","iii,;;;;;;;;;;;;=:"", """""",,,;;,*.:E..,;ffr:!1.!!!im1il.'lillmilllaE.:;;mmiiill::iliiill:111i'.lliiillE;;:;:.::.mmm;;;;;;imi;;;;;;;:m;mmmiill:;-!!m,m;;:mJm
<br />
<br /> ROADWAY SURFACE GRAVEL
<br /> EMBANKMENT TOP WIDTH ~O.OO ft
<br />..... USER OEFINED ROADWAY PROFILE
<br /> CROSS-SECTION X Y
<br /> COORD. NO. ft ft
<br /> 1 0.00 4871. 63
<br /> 2 132.10 4871 .73
<br /> 3 265 .66 4871 .22
<br /> 4 403.44 4870.41
<br />. 5 449.76 4869.35
<br />6 621.34 4869.67
<br /> 7 718.58 4869.05
<br /> 8 796.23 4869.13
<br /> 9 923.78 4870.67
<br /> 10 1042.40 4871 .58
<br />
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