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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 />width and depth of channel to maintain a 100 year flood of 21,200 <br />cfs above the City of Delta and 24,700 cfs below the City of Delta <br />at the average slope (from Mannings Formula). <br /> <br />Upstream of Delta Downstream of Delta <br />Channel Channel Channel Channel <br />Depth Width Depth width <br />8 430 11 307 <br />10 308 13 238 <br />12 232 15 192 <br /> <br />Comparison of cross sections at <br />an average of 56 cubic yards per <br />where the channel is clogged with <br /> <br />each <br />foot <br />sand <br /> <br />depth of reaches along river, <br />must be moved in reaches <br />and gravel bars. <br /> <br />Comparative Costs <br /> <br />Case 1 If the entire reach was channeled to fit the above <br />applicable cross section: <br /> <br />66,250 ft x 56 yd3jft = 3,710,000 yd3 <br />3,710,000 yd3 x $3jyd3 = <br /> <br />$11,130,000 <br /> <br />Case 2 - Based on the field surveys <br />channel only has to be cleared <br />protect specific critical areas: <br /> <br />and aerial photographs the <br />in certain reaches in order to <br /> <br />15,000 ft of heavy clearing <br />15" 000 ft of light clearing <br />15,000 ft x 56 yd3jft = 840,000 yd3 <br />15,000 ft x 28 yd3jft = 420,000 yd3 <br /> 1,260,000 yd3 <br /> <br />1,260,000 yd3 x $3jyd3 <br /> <br />$ 3,780,000 <br /> <br />North Fork of the Gunnison River <br /> <br />Length - 76,275 feet - The center line length of the North <br />the Gunnison River from a point 13,000 feet below the <br />Bridge at the Town of Hotchkiss to the 4175 Road Bridge <br />of the Town of paonia. <br /> <br />Fork of <br />3400 road <br />upstream <br /> <br />Flow - 11,300 cfs - 100 year flood flow at the Town of paonia <br />below the confluence with Minnesota Creek. <br />- 12,200 cfs - 100 year flood flow above the Town of <br />Hotchkiss. <br />- 12,800 cfs - 100 year flood flow below Leroux Creek <br /> <br />Roughness Coefficient - 0.040 - 0.070 - main channel <br />- 0.040 - 0.110 - overbank <br /> <br />C-5 <br /> <br />- <br />