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Difference between revisions of "The 1965 Reservoir Equalization and Channel Cleaning Floods"
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− | + | The 1965 floods were designed to raise the elevation of | |
− | + | Lake Mead reservoir and to scour the reach immediately | |
− | + | below Glen Canyon Dam in order to increase the efficiency | |
+ | of the power plant at the dam, and were referred to informally by Bureau of | ||
+ | Reclamation engineers as "channel cleaning flows" | ||
+ | (Grams and others, Utah State University, written | ||
+ | commun., 2002). During these 3 months of high | ||
+ | discharge, approximately 5.0 million tons of fine sediment | ||
+ | (that is, sand and finer material) were scoured from Glen | ||
+ | Canyon between the dam and Lees Ferry (computed on | ||
+ | the basis of the USGS daily suspended-sediment data | ||
+ | from the Lees Ferry gaging station; U.S. Geological | ||
+ | Survey, accessed November 15, 2000), and approximately | ||
+ | 17.6 million tons of fine sediment were scoured from the | ||
+ | reach between the Lees Ferry and Grand Canyon gaging | ||
+ | stations (Rubin and Topping, 2001). [https://pubs.usgs.gov/pp/pp1677/pdf/pp1677.pdf Pages 46-47 ] | ||
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+ | *Topping et al. 2003. Computation and analysis of the instantaneous-discharge record for the Colorado River at Lees Ferry, Arizona, May 8, 1921 through September 30, 2000: U.S. Geological Survey Professional Paper 1677, 118 p. https://pubs.usgs.gov/pp/pp1677/pdf/pp1677.pdf | ||
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Revision as of 16:37, 28 June 2018
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