Chapter
Apr 26, 2012
Alternatives Study of Willwood Diversion Dam Siltation Removal in Wyoming, USA
Authors: Hui-Ming Shih [email protected], Chih Ted Yang [email protected], Patrick F. Horn [email protected], and Lynn C. Stutzman [email protected]Author Affiliations
Publication: World Environmental and Water Resources Congress 2009: Great Rivers
Abstract
Willwood Dam was built in 1924 as a diversion dam for irrigation. It is a run-of-the river reservoir located at a developing point bar in Wyoming, U.S.A. Based on current operating criteria, the release flow is restricted by an allowable turbidity increase of 10 Nephelometric Turbidity Units (NTU) from upstream to downstream of the dam. Currently, two of the three sluice gates have been clogged by siltation. These limited sluicing capacities have increased the sedimentation within the reservoir and the irrigation canal network. In this study, de-siltation alternatives combining dredging, sluicing, and flushing were recommended to achieve the dam's operation goals and restrict sediment accumulation. Three operation curves and three dredging alternatives were used to evaluate sediment flushing/sluicing performances by using GSTARS 3.01 models. This study presents an efficiency analysis of the de-siltation alternatives, the expected operation life, and recommendations for this dam rehabilitation project.
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© 2009 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Martin/Martin Inc., 12499 W. Colfax Ave., Lakewood, Colorado, USA 80215. E-mail: [email protected]
Civil and environmental Engineering, Colorado State University, Fort Collins, Colorado, USA 80523-1372. E-mail: [email protected]
Martin/Martin Inc., 12499 W. Colfax Ave., Lakewood, Colorado, USA 80215. E-mail: [email protected]
Engineering Associates, 902, 13th Street, Cody, Wyoming, USA 82414. E-mail: [email protected]
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