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<br />1\ <br /> <br />3 <br /> <br />CURRENT <br />eRENT <br /> <br />++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ <br />++++++++++++++++++++++++++ , TAl LWATER ++++++++++++++++++++++++++ <br />++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ <br /> <br />DATE: 01-26-1996 <br />TIME: 13: 14: 51 <br /> <br />FILE DATE: 01-05-1996 <br />FILE NAME: 067016P8 <br /> <br /> ******* REGULAR CHANNEL CROSS SECTION **************** D/5 <br /> R'f~.r (- . <br /> BOTTOM WIDTH (FT) 10.00 l .' \ C V\ <br /> SIDE SLOPE H/V (X:l) 2.0 c.i,"" " rc: i -r"'; /",J"i"f <br /> CHANNEL SLOPE V/H (FT/FT) 0.003 /I(euJ I <br /> MANNING'S N (.01-0.1) 0.060 - "S<O~ <br /> CHANNEL INVERT ELEVATION (FT) 58.89 E or;, r r-<. rr-n U'" <br /> CULVERT NO.1 OUTLET INVERT ELEVATION 60.39 FT r o' <br /> 1 ,.,-/ ~ r ,A cd..! <' II <br /> ******* UNIFORM FLOW RATING CURVE FOR DOWNSTREAM CHANNEL <br /> FLOW W.S.E. FROUDE DEPTH VEL. SHEAR <br /> (CFS) (FT) NUMBER (FT) (FPS) .(PSF) <br /> 0.00 58.89 0.000 0.00 0.00 0.00 <br /> 42.00 60.66 0.232 1. 77 1. 75 0.38 <br /> 84.00 61.47 0.236 2.58 2.15 0.55 <br /> 126.00 62.08 0.238 3.19 2.41 0.68 <br /> 168.00 62.59 0.239 3.70 2.61 0.79 <br /> 210.00 63.04 0.240 4.15 2.77 0.88 <br /> 252.00 63.43 0.241 4.54 2.91 0.96 <br />I tit 268.70 63.58 0.241 4.69 2.96 0.99 <br />336.00 64.12 0.242 5.23 3.14 1.11 <br /> 378.00 64.43 0.243 5.54 3.24 1.17 <br /> 420.00 64.72 0.243 5.83 3.33 1. 24 <br /> <br />++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ <br />++++++++++++++++++++++++++ ROADWAY OVERTOPPING DATA ++++++++++++++++++++++++++ <br />++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ <br /> <br />ROADWAY SURFACE <br />EMBANKMENT TOP WIDTH (FT) <br />CREST LENGTH (FT) <br />OVERTOPPING CREST ELEVATION (FT) <br /> <br />PAVED <br />70.00 <br />100.00 <br />96 .50 <br /> <br />++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ <br /> <br />e <br /> <br />1''/0 <br />