ASCE will be sunsetting the Civil Engineering Database (CEDB) in the coming months. We encourage you to start using the ASCE Library to perform content searches. In the ASCE Library, you can save your search results as well as receive email content alerts when new content relevant to your area of interest is published. Try it out today at https://ascelibrary.org.

 

Embankment Overtopping?Case Histories

by S. Paul Miller, USAE Waterways Experiment Station, Vicksburg, MS, USA,
David C. Ralston, USAE Waterways Experiment Station, Vicksburg, MS, USA,



Document Type: Proceeding Paper

Part of: Hydraulic Engineering

Abstract:

Because many existing dams are subject to overtopping, there is a need to understand embankment behavior during an overtopping event. Understanding of this behavior will allow evaluation of specific embankments and provide a basis for design of protective measures. This paper describes overtopping incidents which illustrate basic erosion and destruction mechanisms. Prototype experience indicates many embankments can survive shallow overtopping for short durations. Under some conditions embankments have withstood relatively high overtoppings (5-6 feet) for extended periods. Critical factors influencing embankment performance are identified.

Subject Headings: Embankment dams | Wave overtopping | Case studies | Erosion | Piping erosion | History

Services: Buy this book/Buy this article

 

Return to search