Design of Overtopping Protection for Small Damsby John W. France, Geotechnical Engineers Inc, Winchester, MA, USA,
Stephen L. Whiteside, Geotechnical Engineers Inc, Winchester, MA, USA,
Document Type: Proceeding Paper
Part of: Hydraulic Engineering
Abstract: Many existing small embankment dams in the United States cannot safely pass current design floods without overtopping. In the past several years, embankment overtopping protection has been used as a cost effective alternative to more traditional alternatives, such as spillway enlargement. This paper presents a discussion of some of the considerations in designing overtopping protection with two different technologies: roller compacted concrete and cable-tied concrete blocks.
Subject Headings: Wave overtopping | Cables | Concrete blocks | Concrete dams | Dams | Roller-compacted concrete | Embankment dams | Structural design | Compaction (material) | North America | United States
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