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<br />Table 7.6 (Continued): Reach Average Hydraulic Characteristics
<br />Reach Average Values: Arkansas River, 1M Site 5
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<br />Dlseherge Thelwog Top Area Pwe' Hydraulic Hydraulic WID Ch. Ch. E.G. W.S.
<br />R.I. Depth Width Redlus Depth Rallo Veloelly Shear Slope Slope
<br /> (It) (It) (sq It) (It) (It) (It) (fils) (psI) (fIIlt) (fIIlt)
<br />kl1.1 2.79 109,60 167.32 110,73 1.51 1.53 76.26 2.89 0,56 0.0073 0.52
<br />101.5 3.19 116.34 212.38 117.68 1.80 1.83 67.68 3.27 0.68 0.0072 0.50
<br />)2 3.39 118,42 236.25 119.84 1.97 2.00 62.57 3,46 0.73 0,0069 0.51
<br />)5 3.80 119.92 284,17 121.49 2,14 2.17 52.76 3.67 0.79 0.0065 0.51
<br />)10 3,75 119,78 279,29 121.34 2.30 2,33 53,59 3.84 0.84 0.0065 0.52
<br />)25 3.91 120,27 297.72 121,91 2.44 2.48 50.60 3,99 0.89 0,0064 0.51
<br />1050 4.05 120.73 315.30 122.44 2.58 2.61 47.98 4,13 0,93 0.0063 0,52
<br />1075 4.13 120,89 325.21 122.63 2.65 2.69 46,56 4,21 0,96 0.0062 0.51
<br />10100 4.17 120.96 329.49 122.71 2,69 2.72 45.99 4.25 0.97 0,0062 0.51
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<br />Reach Average Values: Arkans8s Rlver,lM SlIe 6
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<br />Discharge Thelweg Top Area Pwet Hydreulle Hydreulle WID Ch, Ch. E.G. W,S.
<br />R.I. Depth Width Radius Depth Ratio Velocity Shear Slope Slope
<br /> (It) (II) (sq It) (It) (It) (II) (fils) (psI) (filII) (filII)
<br />101.1 2,91 66.02 126,90 67.72 1,87 1.92 34.97 3.04 0.63 0.0068 0.66
<br />101.5 3,39 68.31 160.78 70.43 2.28 2.35 29.58 3,41 0.73 0.0063 0.64
<br />102 3.60 68.911 In.OO 71,26 2,48 2.57 27.40 3.59 0,79 0,0061 0,63
<br />105 3,82 69.44 193,55 71.85 2.69 2.79 25,40 3,78 0.85 0.0059 0.63
<br />Pl0 4.08 69,49 212.26 72.01 2.95 3.05 23.09 3.98 0.92 0.0059 0.62
<br />1025 4.16 69.51 218.29 72.06 3.03 3,14 22.46 4.04 0,94 0,0058 0,6,
<br />Q50 4.33 69,52 230.64 72.12 3.20 3.32 21.24 4.18 0.99 0,0056 0,61
<br />1075 4.41 69.52 236.36 72.14 3.28 3.40 20.71 4.24 1.01 0.0057 0,61
<br />Ql00 4,45 69,52 239.44 72.15 3.32 3.44 20,44 4.27 1.02 0.0057 0.61
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