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<br />VELOCITY DISTRIBUTION: SECID = SEC3 <br /> WSEL LEW REW AREA K Q VEL <br /> 92.12 27.5 64.1 49.2 1621. 350. 7.11 <br />X STA. 27.5 37.0 38.3 39.5 40.6 41. 7 <br />A(I) 6.9 2.2 2.1 2.0 2.0 <br />V(I) 2.54 8.04 8.50 8.78 8.55 <br />Depth 0.73 1. 69 1. 75 1.82 1. 82 <br />X STA. 41.7 42.8 43.9 45.0 46.1 47.2 <br />A(I) 2.0 2.0 2.0 2.0 2.0 <br />V(I) 8.67 8.62 8.56 8.66 8.66 <br />Depth 1. 82 1. 82 1. 82 1. 82 1. 82 <br />X STA. 47.2 48.3 49.5 50.6 51.7 52.8 <br />A(I) 2.1 2.1 2.0 2.1 2.1 <br />V(I) 8.39 8.39 8.59 8.46 8.50 <br />Depth 1.91 1. 75 1. 82 1.91 1.91 <br />X STA. 52.8 53.9 55.0 56.2 57.5 64.1 <br />A(I) 2.0 2.0 2.1 2.2 5.3 <br />V(I) 8.63 8.65 8.53 7.96 3.31 <br />Depth 1. 82 1. 82 1. 75 1. 69 0.80 <br /> <br /> VELOCITY DISTRIBUTION: SECID = SEC3 <br /> WSEL LEW REW AREA K Q VEL <br /> 92.28 26.9 64.3 54.4 1881. 400. 7.36 <br />X STA. 26.9 36.6 38.1 39.2 40.4 41.5 <br /> A(I) 7.6 2.5 2.2 2.2 2.3 <br /> V(I) 2.62 7.97 8.93 9.09 8.86 <br />Depth 0.78 1. 67 2.00 1. 83 2.09 <br />X STA. 41.5 42.6 43.8 44.9 46.0 47.2 <br /> A(I) 2.2 2.2 2.3 2.2 2.2 <br /> V(I) 8.98 8.93 8.86 8.97 8.97 <br />Depth 2.00 1. 83 2.09 2.00 1. 83 <br />X STA. 47.2 48.3 49.5 50.6 51. 8 53.0 <br /> A(I) 2.3 2.3 2.3 2.3 2.3 <br /> V(I) 8.67 8.67 8.87 8.73 8.78 <br />Depth 2.09 1. 92 2.09 1.92 1. 92 <br />X STA. 53.0 54.1 55.2 56.4 57.8 64.3 <br /> A(I) 2.2 2.2 2.3 2.5 5.7 <br /> V(I) 8.91 8.93 8.85 8.15 3.51 <br />Depth 2.00 2.00 1. 92 1. 79 0.88 <br />22 Computation of Selected Hydraulic Variables for the Lower Yampa River in Northwestern Colorado <br />