Proceedings of the International Conference on Coastal Engineering | |
RUN-UP OF PERIODIC WAVES ON BEACHES OF NON-UNIFORM SLOPE | |
Nobuo Shuto1  Yoshinobu Ogawa1  | |
[1] Dept. of Civil Eng., Tohoku University | |
关键词: run up; periodic waves; nonuniform slope; beach slope; | |
DOI : 10.9753/icce.v19.%p | |
学科分类:建筑学 | |
来源: Coastal Engineering Research Council | |
【 摘 要 】
Run-up of periodic waves on gentle or non-uniform slopes is discussed. Breaking condition and run-up height of non-breaking waves are derived "by the use of the linear long wave theory in the Lagrangian description. As to the breaking waves, the width of swash zone and the run-up height are-obtained for relatively gentle slopes (less than 1/30), on dividing the transformation of waves into dissipation and swash processes. The formula obtained here agrees with experimental data better than Hunt's formula does. The same procedure is applied to non-uniform slopes and is found to give better results than Saville's composite slope method.
【 授权许可】
Unknown
【 预 览 】
Files | Size | Format | View |
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RO201912020439632ZK.pdf | 245KB | download |