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3 6- It I'" s-/~ CURRENT DATE: 03-15-1999 FilE DATE: 03-15-1999 _ TIME: 16:52:37 FilE NAME: GWCR16 ~ij;~'if,1b~~!fif,ili:.Eili~ill1r:illL;g~lm;lilil~E;gili11millljilillillllmliijlmjj?.r;:~;r.~~~~liiliHiliili1illi11iliili~=:;mi~:m:::i:t:;::::,,;~~!~~iii1m l~~~:::::~l'~~~.f]g~:l~;;;;~jilif,lr,ilii TAl LWATER !]1lli~~iili~rmE;=:::!:::=.;g;~IE.'-::iii;:,=mifuliffiR ili:i~:fu:.Tnilif~~~f.:.~~rgilii~~~j~j.Liifu~~iijiili1imjgi1f~giiii~~iilimmmilliliiliiiiliilifiili~Jiliilifillrp,giiimEljiljlfJ,.mm~iliijffif]~EiE-~i!i~::~lj!ilr:fLig ***** USER DEFINED CHANNEL CROSS-SECTION MAIN CHANNEL AND lT & RT OVER BANKS lEFT CHANNEL BOUHDARY 3 RIGHT CHANNEL BOUNDARY 6 MANNING n lEFT OVER BANK 0.035 MANNING n MAIN CHANNEL 0.035 MANNING n RIGHT OVER 8ANK 0.035 SLOPE OF CHANNEL 0.0083 ft/ft CROSS- SECT I ON X Y COORD. NO. (ft) (ft) 1 0.00 4950.00 2 1200.00 4940.00 3 1218.00 4935.50 4 1218.00 4934.50 5 1221.00 4934.50 6 1221.00 4935.50 7 1225.50 4940.00 8 1375.50 4950.00 ******* UN I FORM FLOW RATING CURVE FOR DOWNSTREAM CHANNEL . FlO~ ~.S.E. FROUoE DEPTH VEl. SHEAR (cfs) (ft, NUMBER (ft, (fls) (psf) 0.00 4934.50 0.000 -0.55 0.00 0.00 40.00 4936.72 0.554 1.68 4.68 0.69 80.00 4937.41 0.579 2.36 5.60 0.90 120.00 4937.88 0.594 2.83 6.20 1.05 160.00 4938.26 0.605 3.21 6.65 1.17 200.00 4938.58 0.613 3.53 7.02 1.27 240.00 4938.86 0.620 3.81 7.34 1.35 280.00 4939.11 0.625 4.06 7.62 1.43 320.00 4939.34 0.631 4.29 7.88 1.50 360.00 4939.55 0.635 4.50 8.10 1.57 400.00 4939.74 0.639 4.70 8.30 1.63 Note: Shear stress was calculated using R. FILE NAME: GWCR16 FilE DATE: 03-12-1999 :::m!mmm;;;;;;;;;;;;;;;;;;;;;;;;;;;;;,m;;;;:::;;;;;::;;;;;;::!;;:;;;;;;;;;]i;;;;,m;;::mmmimmm,;;;;::;;,mmmmmm,;;;;;;m;;;;;i':l;;;;imJ:::;,?!:,;,:::,;;;;;;;!:lliillmmmmmm,il1:;;m;;;;;;m ::::"',.................................::::::::::;:::::;;mmm;::;;:!;;;;m;;:::;;;;:;;;&'..::::;;::::::::,ii!E,i,mmm;;;;;;;;;;;;;;;;;mmm:;;;;;;;;;;:;;;:;llillHllm!!lmm:m:m,mlimmm*;;;li;;;mmHm iiiiiiiiiiimiimmm::iiiiiiiiiiiiim::imiiiiiiii::mm::mmmii ROAOWA Y OVERTOPP I NG DATA ifJm:~~'m,;:::miiiimig""',.Jiliiiimm::imili::iiiiiimm:: ............................ ............................ ............................ ......................... .......................-............. ...........................................-........--....................-...-.............-.................. ::::::::::::::::::::::::::::::::::::::::::::::::::::::..... ....:::::::::::":::"":"""""""::::::::::::::::,,,,,::,,,:::::::::::::::::::,:::::::::::m::::::::::"""::,,,,:::::: ::::::::,::::::::::..... :,;;!:;;:::;::;,;;;;;:;:;"';;;;;; :::::::'ii"mmm;;;mi;;;;;;;;;;;;i;;::::!:;:;;,;m,mi;;;;iililmmm!mm:E;;;!!!!!!!!!!!!!!!!':Ill!!!!!!!!!!l:;Hll ROAO~AY SURFACE EMBANKMENI TOP WIDTH ***** USER DEFINED ROAD~AY PROFILE CROSS-SECTION X COORD. NO. ft 1 0.00 2 1456.74 3 1626.54 4 1889.50 5 1990.46 6 2219.83 7 2326.94 8 2385.84 9 2477.45 10 2523.31 . GRAVEL 30.00 ft Y ft 4958.27 4947.88 4946.63 4944.82 4943.66 4941.17 4940.12 4940.19 4940.78 4941.12