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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 />Comparison of cross sections at each depth of reaches along <br />an average of 10 cubic yards per foot must be moved in <br />where the flow is impaired by sand and gravel bars. <br /> <br />river, <br />reaches <br /> <br />Comparative Costs <br /> <br />Case 1 - If the entire reach was channeled to fit the above <br />applicable cross section: <br /> <br />49,800 ft x 10 yd3/ft = 498,000 yd3 <br />498,000 yd3 x $3/yd3 = <br /> <br />$ 1,494,000 <br /> <br />Case 2 <br />channel <br />protect <br /> <br />Based on the field surveys and <br />only has to be cleared in certain <br />specific critical areas: <br /> <br />aerial photographs the <br />reaches in order to <br /> <br />20,000 ft of heavy clearing <br />8,000 ft of light clearing <br />20,000 ft x 10 yd3/ft = 200,000 yd3 <br />8,000 ft x 5 yd3/ft = 40,000 yd3 <br /> 240,000 yd3 <br />240,000 yd3 x $3/yd3 = $ 720,000 <br /> <br />Gunnison River <br /> <br />Length 66,250 <br />river from a point <br />mouth of the canyon <br /> <br />feet The center line length <br />11,000 feet below the G-50 Road <br />above the unincorporated Town or <br /> <br />of the Gunnison <br />Bridge to the <br />Austin. <br /> <br />Flow - 21,200 cfs - 100 year flood flow above the City of Delta. <br />- 24,700 cfs - 100 year flood flow below confluence with the <br />Uncompahgre River. <br /> <br />Roughness Coefficient 0.032 - 0.050 - main channel <br />- 0.040 - 0.100 - overbank <br /> <br />Average Slope - 0.17% - average from a point 11,000 feet below the <br />G-50 Road Bridge to the mouth of the canyon above the <br />unincorporated Town of Austin. <br /> <br />Depth of 100 year flood from centerline of channel - <br /> <br />Above City of Delta 8 to 13 feet <br />Below Uncompahgre River confluence - 11 to 15 feet <br /> <br />C-4 <br />