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Table 5. Modeled hydraulic geometry of Warner Point study reach cross sections
<br />[Water surface, energy gradient, channel area, and channel top width from HEC-2 model; ft3/s, cubic foot per second; ft, foot;
<br />fUft, foot per foot; ft~, square foot; ft/s, foot per second; lb/ft~, pound per square foot]
<br />Water-
<br />Reference Energy Channel Mean flow Mean bed
<br />dischar a surface Channel area Mean flow
<br />g gradient 2 top width velocity shear
<br />(ft3/s) ele(ft) on (~) (ft) (ft)) depth (ft) (fUs) (Ib/ft2)
<br /> Cross Section Vl
<br />2,000 516.13 0.0074 474.16 172.08 2.76 4.22 1.27
<br />2,250 516.38 0.0073 515.64 173.48 2.97 4.36 1.35
<br />3,000 517.06 0.0071 629.70 177.18 3.55 4.76 1.57
<br />4,000 517.85 0.0068 766.99 181.53 4.23 5.22 1.79
<br />5,000 518.56 0.0066 891.10 185.37 4.81 5.61 1.98
<br />6,000 519.20 0.0063 1,007.46 188.90 5.33 5.96 2.10
<br />7,000 519.79 0.0060 1,122.26 194.52 5.77 6.24 2.16
<br />8,000 520.34 0.0058 1,486.43 295.65 5.03 5.38 1.82
<br />9,000 520.87 0.0055 1,644.28 312.93 5.25 5.47 1.80
<br />9,500 521.12 0.0054 1,724.30 321.44 5.36 5.51 1.81
<br />10,000 521.36 0.0052 1,804.31 329.94 5.47 5.54 1.77
<br />11,000 521.84 0.0050 1,975.69 354.63 5.57 5.57 1.74
<br />15,000 523.56 0.0040 2,648.91 361.25 7.33 5.66 1.83
<br />20,000 525.43 0.0029 3,453.61 368.12 9.38 5.79 1.70
<br /> Cross Section V2
<br />2,000 522.31 0.0046 347.26 93.30 3.72 5.76 1.07
<br />2,250 522.58 0.0046 415.46 98.14 4.23 5.42 1.22
<br />3,000 523.30 0.0044 446.48 100.26 4.45 6.72 1.22
<br />4,000 524.14 0.0043 664.06 181.75 3.65 6.02 0.98
<br />5,000 524.88 0.0041 789.65 191.86 4.12 6.33 1.05
<br />6,000 525.56 0.0040 915.89 202.75 4.52 6.55 1.13
<br />7,000 526.18 0.0038 1,040.40 212.45 4.90 6.73 1.16
<br />8,000 526.77 0.0037 1,172.21 228.82 5.12 6.82 1.18
<br />9,000 527.32 0.0035 1,298.52 232.26 5.59 6.93 1.22
<br />9,500 527.58 0.0035 1,361.52 233.94 5.82 6.98 1.27
<br />10,000 527.84 0.0034 1,424.23 235.62 6.04 7.02 1.28
<br />11,000 528.34 0.0033 1,550.58 238.87 6.49 7.09 1.34
<br />15,000 530.15 0.0029 2,023.84 250.26 8.09 7.41 1.46
<br />20,000 532.11 0.0025 2,573.10 258.94 9.94 7.77 1.55
<br />GEOMORPHIC AND SEDIMENTOLOGIC CHARACTERISTICS 17
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