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Table 5. Modeled hydraulic geometry of Warner Point study reach cross sections-Continued
<br />[Water surface, energy gradient, channel area, and channel top width from HEC-2 model; ft3/s, cubic foot per second; ft, foot;
<br />ft/ft, foot per foot; ftZ, square foot; ft/s, foot per second; lb/ft2, pound per square foot]
<br />
<br />Reference
<br />dischar a
<br />(fts/s)g Water-
<br />
<br />surface
<br />elevation
<br />(ft)
<br />Energy
<br />
<br />gradient
<br />(ft/ft)
<br />
<br />Channel area
<br />(ft2)
<br />Channel
<br />
<br />top width
<br />(ft))
<br />
<br />Mean flow
<br />depth (ft)
<br />Mean flow
<br />
<br />velocity
<br />(ft/s)
<br />Mean bed
<br />
<br />she zr
<br />(Ib/ft )
<br /> Cross Section V3
<br />2,000 525.97 0.0014 699.45 222.3] 3.15 2.86 0.27
<br />2,250 526.17 0.0014 735.06 224.67 3.27 3.06 0.29
<br />3,000 526.54 0.0015 825.20 230.16 3.59 3.64 0.34
<br />4,000 527.36 0.0017 974.69 237.95 4.10 4.10 0.43
<br />5,000 527.94 0.0018 1,104.04 244.50 4.52 4.53 0.51
<br />6,000 528.47 0.0019 1,226.20 248.64 4.93 4.89 0.58
<br />7,000 528.97 0.0020 1,342.19 252.97 5.31 5.22 0.66
<br />8,000 529.44 0.0021 1,454.88 257.88 5.64 5.50 0.74
<br />9,000 529.88 0.0022 1,567.59 262.41 5.97 5.74 0.82
<br />9,500 530.09 0.0022 1,622.03 264.33 6.14 5.86 0.84
<br />10,000 530.30 0.0022 1,676.47 266.25 6.30 5.96 0.86
<br />11,000 530.70 0.0022 1,786.62 270.08 6.62 6.16 0.91
<br />15,000 532.17 0.0022 2,218.27 273.46 8.11 6.76 1.11
<br />20,000 533.79 0.0019 2,750.42 275.69 9.98 7.27 1.18
<br /> Cross Section V4
<br />2,000 526.48 0.0026 512.31 188.02 2.72 3.90 0.44
<br />2,250 526.69 0.0026 551.66 191.40 2.88 4.08 0.47
<br />3,000 527.26 0.0026 580.86 194.75 2.98 5.16 0.48
<br />4,000 527.93 0.0027 717.28 239.58 2.99 5.58 0.50
<br />5,000 528.52 0.0027 854.27 247.75 3.45 5.85 0.58
<br />6,000 529.05 0.0027 983.85 255.66 3.85 6.10 0.65
<br />7,000 529.55 0.0027 1,108.22 264.56 4.19 6.32 0.71
<br />8,000 530.01 0.0027 1,228.60 266.96 4.60 6.51 0.78
<br />9,000 530.45 0.0027 1,345.87 268.81 5.01 6.69 0.84
<br />9,500 530.66 0.0027 1,401.98 269.68 5.20 6.78 0.88
<br />10,000 530.86 0.0027 1,458.08 270.56 5.39 6.86 0.91
<br />11,000 531.25 0.0027 1,569.17 272.28 5.76 7.01 0.97
<br />15,000 532.68 0.0025 1,998.77 278.85 7.17 7.50 1.12
<br />20,000 534.23 0.0021 2,535.83 291.06 8.71 7.89 1.14
<br />GEOMORPHIC AND SEDIMENTOLOGIC CHARACTERISTICS ig
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