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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />ENGINEERING DATA SYSTEMS CORPORATION <br />Water Surface Profiling Summary Report <br />Date 10/19/95 Time 14:59:08 <br />File REALN2.WPS Report Page 1 <br />PROJECT: 4620CFS EXISTING' -~.;..- <br />WatSurf. Flow Crit. Energy Left Channel Right Channel Wetted <br /> ft ft ft ft cfs cfs cfs ft/s ft <br />14692.28 4.88 4692.284693.75 0.00 4620.00 0.00 9.75 164.81 <br />24691.18 3.68 4692.424695.45 0.00 4620.00 0.00 16.58 157.65 <br />34695.85 6.12 4695.854696.72 363.30 3793.57 463.13 8.23 834.54 <br />44697.02 6.32 4697.474698.26 141.70 3970.63 507.67 9.63 1070.23 <br />54699.18 9.68 4699.184699.86 940.96 2756.32 922.73 8.50 1609.87 <br />64699.05 6.49 4699.054700.76 0.00 4263.00 357.00 10.92 231.97 <br />74699.08 6.15 4699.084700.59 0.00 4039.33 580.67 10.47 194.45 <br />84700.97 6.97 4700.974701.97 1.43 4054.15 564.42 8.56 630.04 <br />94700.12 6.12 4700.124701.43 0.01 3413.49 1206.50 10.38 253.73 <br />104701.71 5.71 4701.714702.44 644.53 3392.78 582.69 7.99 1059.19 <br />114701. 24 4.84 4701.294702.88 0.56 4037.69 581. 75 10.83 216.15 <br />124702.31 5.06 4702.314703.49 84.81 4512.01 23.18 8.82 521.32 <br />134703.22 4.22 4703.224704.33 374.72 4213.22 32.06 8.84 458.26 <br />144704.11 5.11 4704.114705.09 610.24 3574.68 435.08 8.97 643.90 <br />154703.62 4.72 4703.624704.60 774.21 1914.63 1931.16 11.37 535.55 <br />164705.09 4.79 4705.094706.05 818.32 3379.12 422.56 9.12 597.77 <br />174704.69 4.59 4704.694705.42 876.32 3381.10 362.58 7.91 1052.87 <br />184705.37 5.37 4705.374706.42 978.81 3641.19 0.00 9.21 560.57 <br />194705.64 6.14 4705.644706.70 473.27 4146.73 0.00 8.71 536.80 <br />204706.64 5.84 4706.644707.55 807.85 3811. 38 0.77 8.39 679.10 <br />214707.14 5.44 4707.144708.44 123.68 4229.40 266.92 9.53 487.42 <br />224707.13 4.48 4707.134707.82 2426.83 2193.17 0.00 9.02 629.69 <br />234707.38 4.48 4707.384708.07 2407.72 2212.28 0.00 9.03 628.79 <br /> <br />