Estimating the Depth of Deposition (Erosion) at Slope Transitions on Alluvial Fans
Publication: Journal of Hydraulic Engineering
Volume 127, Issue 9
Abstract
A typical flood mitigation structure on an alluvial fan consists of a dike/channel system that deflects the flow away from the area requiring protection. Such a structure results in a change in channel slope from steep to mild when the flow first encounters the structure and from mild to steep when the flow is released at the downstream end of the structure. These slope changes result in sediment deposition at the point where the flow encounters the structure and erosion at the point of release. In designing the structure, the length and maximum depth of deposition (erosion) are critical variables that must be estimated. A simple model to estimate these variables is proposed and developed. The hypothesized model has been used to estimate the length and depth of deposition (erosion) on several projects in southern Nevada.
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References
1.
Bechtel Nevada. ( 1999). “As-built design analysis for the 25-year, flood protection system, Area 5, Radioactive Waste Management Site, Nevada Test Site, Nevada.” Las Vegas.
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Boyle Engineering Corp. ( 1992). “Supporting documentation for review of hydrologic changes resulting from the construction of the Range Wash Diversion Dike for the City of North Las Vegas.” Las Vegas.
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Poggemeyer Design Group. ( 1994). “Design memorandum for the Equestrian Detention Basin.” Las Vegas.
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USBR. ( 1987). “Sedimentation.” Design of small dams, U.S. Department of Interior, Denver.
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Received: Mar 6, 2000
Published online: Sep 1, 2001
Published in print: Sep 2001
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