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FLOOD05149
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Last modified
1/25/2010 6:48:25 PM
Creation date
10/5/2006 1:17:39 AM
Metadata
Fields
Template:
Floodplain Documents
County
Delta
Community
Delta
Stream Name
Gunnison, Uncompahgre Rivers
Basin
Gunnison
Title
Cost Estimates for Removal of Debris, Bank Protection and River Training Along the Uncompahgre, Gunnison and the North Fork of the Gunnison Rivers
Date
1/1/1980
Prepared For
Delta County
Prepared By
Mt Highland Engineering
Floodplain - Doc Type
Miscellaneous
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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 />
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