| Proceedings of the International Conference on Coastal Engineering | |
| A PREDICTION MODEL OF IRREGULAR WAVE RUN-UP HEIGHT ON COASTAL STRUCTURES | |
| Hong-Yoon Kang2  Cheong-Ro Ryu1  | |
| [1] Dept. of Civil Engineering, University of Delaware;Dept. of Ocean Engineering, National Fisheries University of Pusan | |
| 关键词: run up; prediction model; irregular wave; coastal structures; | |
| DOI : 10.9753/icce.v22.%p | |
| 学科分类:建筑学 | |
| 来源: Coastal Engineering Research Council | |
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【 摘 要 】
The characteristics of irregular wave run-up on coastal structures are discussed related with spectrum shape and grouping parameters of incident waves using the results of 200 cases of hydraulic model experiments. It is clarified that wave run-up is affected by the effects of the irregularity of incident waves and the slope configurations of structures. A statistical model to estimate the run-up height from the incident wave properties is proposed considering 90 % confidence intervals. Also, the simple probability distribution model of irregular wave run-up height is developed and proved to be useful to the design of coastal structures.
【 授权许可】
Unknown
【 预 览 】
| Files | Size | Format | View |
|---|---|---|---|
| RO201912020440300ZK.pdf | 199KB |
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