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<br />VELOCITY DISTRIBUTION: SECID = SEC3 <br /> WSEL LEW REW AREA K Q VEL <br /> 89.47 90.2 162.2 83.0 2269. 350. 4.22 <br />X STA. 90.2 101. 5 103.7 105.6 107.2 108.6 <br />A(I) 7.8 3.5 3.4 3.2 3.1 <br />V(I) 2.23 5.05 5.17 5.52 5.64 <br />Depth 0.69 1. 59 1. 79 2.00 2.21 <br />X STA. 108.6 109.9 111.2 112.5 114.0 115.2 <br />A(I) 3.1 3.1 3.2 3.2 2.8 <br />V(I) 5.61 5.61 5.50 5.41 6.34 <br />Depth 2.38 2.38 2.46 2.13 2.33 <br />X STA. 115.2 116.3 117.7 119.2 120.8 122.5 <br />A(I) 2.3 3.0 3.0 3.0 3.1 <br />V(I) 7.59 5.91 5.85 5.85 5.64 <br />Depth 2.09 2.14 2.14 1. 88 1. 82 <br />X STA. 122.5 124.3 126.4 128.8 131. 5 162.2 <br />A(I) 3.2 3.3 3.6 3.7 18.5 <br />V(I) 5.49 5.29 4.93 4.69 0.95 <br />Depth 1.78 1.57 1. 50 1.37 0.60 <br />VELOCITY DISTRIBUTION: SECID = SEC3 <br /> WSEL LEW REW AREA K Q VEL <br /> 89.61 89.1 166.1 93.4 2640. 400. 4.28 <br />X STA. 89.1 100.9 103.4 105.3 107.0 108.5 <br />A(I) 8.6 4.0 3.7 3.6 3.6 <br />V(I) 2.31 5.01 5.40 5.60 5.59 <br />Depth 0.73 1. 60 1.95 2.12 2.40 <br />X STA. 108.5 109.9 111. 3 112.8 114.3 115.6 <br />A(I) 3.4 3.5 3.7 3.6 3.1 <br />V(I) 5.82 5.69 5.45 5.56 6.51 <br />Depth 2.43 2.50 2.47 2.40 2.38 <br />X STA. 115.6 116.7 118.2 119.8 121.5 123.3 <br />A(I) 2.6 3.3 3.3 3.4 3.5 <br />V(I) 7.82 6.09 6.02 5.80 5.76 <br />Depth 2.36 2.20 2.07 2.00 1. 94 <br />X STA. 123.3 125.3 127.5 130.0 132.9 166.1 <br />A(I) 3.6 3.8 3.9 4.2 21.1 <br />V(I) 5.60 5.27 5.14 4.77 0.95 <br />Depth 1.80 1.73 1. 56 1. 45 0.64 <br /> <br />18 Computation of Selected Hydraulic Variables for the Lower Vampa River in Northwestern Colorado <br />