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3 &!fr2~ 7/7 CURRENT DATE: 04-13-1999 FILE DATE: 04-13-1999 ...... . TIME: 15:15:02 FILE NAME: GWCR8RCB .gjmljjli!illililli\iililililjjmmTImilimmmm~mmiliilimlh~11111111milimljj1111gjjjjjjjjjiilitlilijjjjjjjjiliillJliiliilifiliiliiiliiliiliiliiilijjiiijiiliili~~Jiili~1ffi.ifuE1:~i11ilimiliilil :ilimmiiiiiimiiiimim.illif,iiiiiiiiii!~miiiiiimfr,iiiii!:mmi TAl LWA TER :iiliiili~iliir,~~miiiiiiiiilii;~m~~~;"''iill:J.iliiiimmim mmmmilililijljilliiiliiliiliiliilimiiliiliiliiliiiliilinmmilimmmilliliiliili11i1;[jjjjjjjiiiiilimljl11il\mjjilijl11j!!!!!lilillmiliiliili;giliiliiliiliiliiliiliililliliillilf~iilililillimf.jjrf.~11!iliiliili! ***** USER DEFINED CHANNEL CROSS-SECTION MAIN CHANNEL AND LT & RT OVER BANKS LEFT CHANNEL BOUNDARY 2 RIGHT CHANNEL BOUNDARY 5 MANNING n LEFT OVER BANK 0.035 MANNING n MAIN CHANNEL 0.035 MANNING n RIGHT OVER BANK 0.035 SLOPE OF CHANNEL 0.0130 It/It FILE NAME: GWCR8RCB FILE DATE: 04-13-1999 CROSS-SECTION COORD. NO. 1 2 3 4 5 6 x (It) 0.00 250.00 250.00 271.00 271.00 671.00 Y (ft) 94.00 92.90 88.40 88.40 92.90 100.00 ******* UNIFORM FLOW RATING CURVE FOR DOWNSTREAM CHANNEL FLOW W.S.E. FROUOE DEPTH VEL. SHEAR (cis) (It) NUMBER (ft) (f/s) (psfJ 0.00 88.40 0.000 -0.10 0.00 0.00 . 60.00 89.16 0.778 0.66 3.84 0.57 120.00 89.56 0.815 1.06 4.97 0.85 180.00 89.89 0.835 1.39 5.78 1.06 200.00 89.99 0.839 1.49 6.01 1.12 300.00 90.46 0.854 1.96 6.96 1.40 360.00 90.72 0.859 2.22 7.42 1.54 420.00 90.96 0.863 2.46 7.83 1.67 480.00 91.19 0.865 2.69 8.20 1.79 540.00 91.42 0.867 2.92 8.54 1.90 600.00 91.63 0.867 3.13 8.85 2.01 Note: Shear stress was calculated using R. .................................... .................................... ................................... ............................................................................... .....................M.............................................. _.. .............. ............................................................................... .... ........................................................... .... ..... ... ...............:::...:mmmmi;;;;;;;;;;;imm:..::::::mmmmmmi?ljgimmmi;iu;;;mmmmmmii;;;;;;iimii.ffiLifiiiiiimiiiimiiimiiimiiimiii ............................................. ............................................. .................................................... ROADWAY OVERTOPPING DATA :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: .................................M........M...M............................ ;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;'",;:;;:;::;:;;;;;;;;;;;;;;;;;;;;;;; ......................................... .........................................................M.._.................................... ......................................._ .............................................................M......M............................. .......................................... ...........................................................M...................................... ..... .. .................. .. .................................. ...................................................................MM............................ """"::::::::::::::::,::,::::::::::":"..,.:::.:::,,,,,,::::::,,::"',::::::::""::""::::::::::::::::,,,:::::::::::::::::::::::,:::,,,::::::::::::::::::::,,::::::' ROADWAY SURFACE EMBANKMENT TOP WIDTH CREST LENGTH OVERTOPPING CREST ELEVATION PAVED 150.00 ft 200.00 ft 95.00 ft .................................................. ............................................... ............................................................... ............................................................ .,::::::::::::::,:::::::::::::::::::::::::,::::::::::::::,,,,,,....,,,,,,,,::::::::::::::::::::::::::::::""'''::'''::''''''': ...................::::::..::mmmm;;;;;;;;;;;;;;;;:;;;;;;;:;;;;;;;;;;;;;;;;;;;;;i::::::"",;;:;:;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;ii;;;;,;;;;;;;; .