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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> 59 <br />Table 13. Bankfull Hydraulic Geometry for Ruby-Horsethief Canyon Reach <br />-------------------------------------------------------------------------------------------------------------------- <br />River Mile A (m2) w (m) h (m) 't (1) 't* (2) <br />--------------------------------------------------------------------------------------------------------------------- <br />152 434 130 3.34 45.9 0.057 <br />151 569 152 3.75 51.5 0.064 <br />150 516 127 4.07 55.9 0.069 <br />149 484 135 3.60 49.4 0.061 <br />148 497 128 3.88 53.3 0.066 <br />147 391 102 3.83 52.7 0.065 <br />146 418 112 3.74 51.4 0.063 <br />145 585 138 4.25 58.4 0.072 <br />144 1306 235 5.55 76.3 0.094 <br />143 440 156 2.81 38.6 0.048 <br />142 434 99 4.40 60.4 0.075 <br />. 141 455 126 3.60 49.5 0.061 <br />140 486 167 2.91 39.9 0.049 <br />139 586 151 3.88 53.4 0.066 <br />138 432 141 3.07 42.2 0.052 <br />137 225 80 2.83 38.9 0.048 <br />136 "Black Rocks" <br />135 547 113 4.85 66.6 0.082 <br />134 457 129 3.53 48.5 0.060 <br />133 495 110 4.50 61.8 0.076 <br />132 RC(3) 252 80 3.14 43.2 0.053 <br />131 RC(3) 361 92 3.91 53.7 0.066 <br />130 281 114 2.47 34.0 0.042 <br />129 423 130 3.26 44.7 0.055 <br />128 324 147 2.20 30.2 0.037 <br />--------------------------------------------------------------------------------------------------------------------- <br />(1) 't computed assuming an average slope of 0.0014 <br />(2) 't* computed assuming Dso = 50 mm <br />(3) values computed for main (right) channel only <br />