Application of calculation method for wave force on crown wall of revetment in international artificial island projects
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摘要:
挡墙是斜坡式护岸的重要组成部分,用来减少波浪对后方回填陆域的影响。作为挡墙稳定性的决定因素,波浪力的计算一直是实际工程中研究和探讨的热点。以东南亚某大型人工岛工程斜坡式护岸为例,分析国际规范Coastal Engineering Manual和The Rock Manual提出的3种被广泛应用的挡墙波浪力计算方法,以及最新研究的采用越浪量计算挡墙波浪力的方法,对比这4种方法的计算结果、特点和适用范围,并对比分析本工程二维模型试验结果和以上4种方法的计算结果。结果表明,Pedersen公式与实测结果一致性较好,可供类似工程参考。
Abstract:
The crown wall is a crucial part of sloping revetment,being used to reduce the wave impact on the backfilling structure behind the wall. As an important force influencing the stability of wave walls,estimation of wave forces is always a hotspot of research in engineering practice. Taking a sloping revetment of an artificial island project in Southeast Asia as an example,we analyze the three widely used calculating methods for wave force acting on crown walls,proposed by Coastal Engineering Manual and The Rock Manual,and a recently proposed method using overtopping results to estimate wave forces. We also compare and analyze the features and application scope of these methods based on an actual project,and compare the results of the 2D physical model test of this project with the calculating results of the four methods. The results show that Pedersen formula gives more close results to the actual measurement results,which can provide good references for similar projects.