Start Date
2018 11:10 AM
Creative Commons License
This work is licensed under a Creative Commons Attribution 4.0 License.
Recommended Citation
Pohl, Reinhard (2018). Wave Deflectors to Reduce the Run-up and Overtopping at Embankment Dams. Daniel Bung, Blake Tullis, 7th IAHR International Symposium on Hydraulic Structures, Aachen, Germany, 15-18 May. doi: 10.15142/T3Q933 (978-0-692-13277-7).
Abstract
Wave deflectors can be placed on the crests of embankment dams to improve the safety against overtopping and in the case of unsufficient freeboard. In the most cases, these elements are concrete blocks, which can withstand the water pressure and wind wave impact due to their dead weight. This paper includes recommendations for the dimensioning and design of these structural members. Experiences and Advantages/disadvantages of special shapes and constructions are discussed.
Wave Deflectors to Reduce the Run-up and Overtopping at Embankment Dams
Wave deflectors can be placed on the crests of embankment dams to improve the safety against overtopping and in the case of unsufficient freeboard. In the most cases, these elements are concrete blocks, which can withstand the water pressure and wind wave impact due to their dead weight. This paper includes recommendations for the dimensioning and design of these structural members. Experiences and Advantages/disadvantages of special shapes and constructions are discussed.