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 17:37, 28 June 2018
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