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<br />CURRENT DATE: 03-12-1999 FILE DATE: 03-12-1999
<br />", TIME: 14:55:06 FILE NAME: GWCR10
<br />
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<br />
<br />***** USER DEFINED CHANNEL CROSS. SECTION .
<br />MAIN CHANNEL AND LT & RT OVER BANKS
<br />LEFT CHANNEL BOUNDARY 3
<br />RIGHT CHANNEL BOUNDARY 5
<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 0.0200 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 />
<br />x
<br />(It)
<br />0.00
<br />550.00
<br />730.00
<br />731.00
<br />732.00
<br />912.00
<br />1612.00
<br />
<br />FILE NAME: GWCR10
<br />FILE DATE: 03-12-1999
<br />
<br />Y
<br />(ft)
<br />5080.00
<br />5070.00
<br />5061.00
<br />5060.00
<br />5061.00
<br />5070.00
<br />5080.00
<br />
<br />******* UNIFORM FLOW RATING CURVE FOR DOWNSTREAM CHANNEL
<br />
<br /> FLOW W.s.E. FROUOE DEPTH VEL. SHEAR
<br />e (cis) (ft) NUMBER (ft) (f/s) (psf)
<br />0.00 5060.00 0.000 -2.47 0.00 0.00
<br />40.00 5061.69 0.865 -0.78 5.35 1.05
<br /> 80.00 5061.94 0.892 -0.53 6.07 1.27
<br /> 120.00 5062.11 0.909 -0.36 6.55 1.42
<br /> 160.00 5062.25 0.922 -0.22 6.91 1.54
<br /> 200.00 5062.37 0.932 -0.10 7.22 1.65
<br /> 240.00 5062.47 0.940 0.00 7.49 1.74
<br /> 280.00 5062.57 0.948 0.10 7.73 1.82
<br /> 320.00 5062.65 0.954 0.18 7.94 1.90
<br /> 360.00 5062.73 0.960 0.26 8.13 1.97
<br /> 400.00 5062.80 0.965 0.33 8.31 2.03
<br />Note: Shear stress was calculated using R.
<br />
<br />........................................................................................._.................._.-........_.............".................~.,.,~_.~.~...~~......................_..
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<br />
<br />:nmmnm[i~jj[n~[[[mm~~mmm~mmml~m~llllll\ml~lllll ROADWAY OVE RTOPP I NG DATA m~~l~~mf.llllllf.lllllf.nll~f.frJm~lnf.f.~~lllllif.lf.iliffi~
<br />;;;;;;;;;;;;;;;;;;;:::;;;;;;;;;;;;;;;;,,;;;;;;;;:::;;;:::r:m;;;;;;;;;;;;;:::m;;;"m;;;;;,m;;;;,;,;;;;::;;;;;:::;;;;;;mm:;;m.:uE!!i!;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;m::!!!,;;;::mr:;;;;;;;;;;r:;;;;;;,;;;m;;;,;;;;,;;;r:::;,,;;;
<br />!!!!J;;;;;;;;mmmm;;;;;;;;;;;;;;;m;;;;;;;;;;!!i!m;;;m"i;;;,;;;!mm,;;;J;:";;;;,,,"";!m;""i;;::"",,,,;;;m::.mi:.mm,iiiiiiiiiiimii,;;;ii,llimiimimii,;"i,;;;;;;,,;;;ii,;;;imm;;;,i,i,;,im:!iiii;;;i
<br />
<br />ROADWAY SURFACE
<br />EMBANKMENT TOP WIDTH
<br />***** USER DEFINED ROADWAY PROFILE
<br />CROSS-SECTION X
<br />COORD. NO. ft
<br />1 0.00
<br />2 52.06
<br />3 104.63
<br />4 158.86
<br />5 215.64
<br />6 275.16
<br />7 338.14
<br />8 403.42
<br />9 467.47
<br />10 529.66
<br />11 591.06
<br />
<br />e
<br />
<br />GRAVEL
<br />30.00 ft
<br />
<br />Y
<br />ft,
<br />5068.38
<br />5068.30
<br />5067.52
<br />5066.82
<br />5066.35
<br />5066_59
<br />5067.39
<br />5068.94
<br />5071.03
<br />5072.86
<br />5074.72
<br />
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