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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 />Water-
<br />Reference Energy Channel Mean flow Mean bed
<br />discharge surface gradient Channel area top width Mean flow velocity shear
<br />(ft3~s) elev(ft)ion (~) (ft2) (ft)) depth (ft) (ft/s) (Ib/ft2)
<br /> Cross Section VS
<br />2,000 542.55 0.0073 510.88 170.64 2.99 3.91 1.36
<br />2,250 542.74 0.0073 524.28 174.51 3.00 4.29 ] .37
<br />3,000 543.27 0.0074 598.94 198.05 3.02 5.01 1.40
<br />4,000 543.89 0.0075 734.25 235.42 3.12 5.45 1.46
<br />5,000 544.44 0.0075 871.46 274.07 3.18 5.74 1.49
<br />6,000 544.93 0.0076 1,009.07 303.00 3.33 5.95 1.58
<br />7,000 545.38 0.0076 1,143.82 322.46 3.55 6.12 1.68
<br />8,000 545.81 0.0076 1,279.94 333.86 3.83 6.25 1.82
<br />9,000 546.21 0.0076 1,409.90 335.62 4.20 6.38 1.99
<br />9,500 546.40 0.0075 1,474.48 336.50 4.38 6.44 2.05
<br />10,000 546.58 0.0075 1,539.06 337.37 4.56 6.50 2.13
<br />11,000 546.94 0.0075 1,664.72 339.06 4.91 6.61 2.30
<br />15,000 548.25 0.0069 2,142.43 345.41 6.20 7.00 2.67
<br />20,000 549.65 0.0057 2,695.69 351.53 7.67 7.42 2.73
<br /> Cross Section H9
<br />2,000 543.14 0.0039 584.92 156.47 3.74 3.42 0.91
<br />2,250 543.34 0.0040 626.60 186.35 3.36 3.59 0.84
<br />3,000 543.90 0.0042 713.86 213.72 3.34 4.20 0.88
<br />4,000 544.54 0.0045 861.83 223.48 3.86 4.64 1.08
<br />5,000 545.09 0.0048 995.00 256.56 3.88 5.03 1.16
<br />6,000 545.60 0.0050 1,131.99 291.01 3.89 5.30 1.21
<br />7,000 546.06 0.0053 1,260.01 294.92 4.27 5.56 1.41
<br />8,000 546.49 0.0054 1,378.45 296.49 4.65 5.80 1.57
<br />9,000 546.89 0.0056 1,488.91 297.95 5.00 6.04 1.75
<br />9,500 547.08 0.0057 1,542.39 298.65 5.16 6.16 1.84
<br />10,000 547.27 0.0058 1,595.87 299.35 5.33 6.27 1.93.
<br />11,000 547.63 0.0059 1,699.04 300.70 5.65 6.47 2.08
<br />15,000 548.92 0.0061 2,087.78 305.72 6.83 7.18 2.60
<br />20,000 550.30 0.0058 2,553.72 311.63 8.19 7.83 2.97
<br />20 Geomorphic and Sedimentologic Characteristics of Alluvial Reaches in the Black Canyon of the Gunnison National Monument,
<br />Colorado
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