Proceedings of the International Conference on Coastal Engineering | |
TRANSMISSION OF RANDOM WAVES THROUGH PILE BREAKWATERS | |
Clifford L. Truitt2  John B. Herbich1  | |
[1] Ocean and Civil Engineering, Texas A&M University;Coastal Engineering Research Center, U.S. Army Engineer Waterways Experiment Station, Vicksburg | |
关键词: pile breakwater; random waves; breakwater; wave transmission; | |
DOI : 10.9753/icce.v20.%p | |
学科分类:建筑学 | |
来源: Coastal Engineering Research Council | |
【 摘 要 】
Several previous investigators have conducted experiments leading to expressions for predicting the transformation of waves passing through closely-spaced pile breakwaters. The present study extends those earlier experiments using monochromatic waves to the case of a spectrum of random waves. Records of incident waves and of waves after transmission through a model pile breakwater were compared to determine a coefficient of transmission. Results are presented for several cases of pile spacing and pile diameter. Good agreement is found between observed transmission coefficients and those predicted using the expression proposed by Hayashi et al. (1966).
【 授权许可】
Unknown
【 预 览 】
Files | Size | Format | View |
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RO201912020439996ZK.pdf | 129KB | download |