| Proceedings of the International Conference on Coastal Engineering | |
| WAVE RUN-UP AT SEA DIKES UNDER OBLIQUE WAVE APPROACH | |
| E. Tautenhain1  S. Kohlhase2  H.W. Partenscky2  | |
| [1] Large Wave Channel, University of Hannover;Franzius-Institut, University of Hannover | |
| 关键词: run up; dike; oblique wave; | |
| DOI : 10.9753/icce.v18.%p | |
| 学科分类:建筑学 | |
| 来源: Coastal Engineering Research Council | |
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【 摘 要 】
Besides wave impact forces, erosion of the inner side of a sea dike is a serious cause of destruction. Therefore, wave run-up and overtopping effects have to be considered with respect to the safety of a dike. Strong relations were found between both these influences (TAUTENHAIN et.al., 1980, 1981, 1982), based on experiments in a wave flume and using an energy conservation concept. However, under natural conditions, an oblique wave approach has to be considered. This paper deals with the influence of wave direction on wave runup on a smooth dike slope in order to provide a basis for calculating the overtopping rates for both regular and irregular waves.
【 授权许可】
Unknown
【 预 览 】
| Files | Size | Format | View |
|---|---|---|---|
| RO201912020439492ZK.pdf | 85KB |
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