Chapter
Apr 26, 2012
Estimating Probability of Extreme Events
Authors: Jeff Harris [email protected], Gary Brunner [email protected], and D. Michael Gee, Ph.D. [email protected]Author Affiliations
Publication: World Environmental and Water Resources Congress 2009: Great Rivers
Abstract
The Corps of Engineers is currently evaluating its portfolio of dams with regard to risk and related maintenance. A draft Engineer Technical Letter "Risk Analysis and Assessment for Dam Safety" is under review. This ETL describes processes that will be used for screening projects for planning of corrective actions. One of the contributing factors that must be uniformly evaluated across all projects is the development of inflow frequency curves (peak flow and volume frequency) that define the frequency curve in the mid-range events (1 in 500 to 1 in 3000) and then extend out to the probable maximum flood level. Currently, no extension method is uniformly accepted. multiple methods exist to facilitate extension. The current effort being undertaken by the Hydrologic Engineering Center is to present the variety of methods and provide general guidance for curve extension that can be applied. A consistent method of curve extension allows for a uniform comparison of dams. This paper will provide an overview of the current status of the extension methodology.
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© 2009 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Chief, H&H Technology Division, Hydrologic Engineering Center, US Army Corps of Engineers, 609 2nd Street, Davis, CA 95616. E-mail: [email protected]
Senior Technical Hydraulic Engineer, H&H Technology Division, Hydrologic Engineering Center, U.S. Army Corps of Engineers, Davis, California. E-mail: [email protected]
Hydraulic Engineer, H&H Technology Division, Hydrologic Engineering Center, U.S. Army Corps of Engineers, Davis, California. E-mail: [email protected]
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