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Modified McCormicks model for equilibrium shorelines behind a detached breakwater

机译:修正的McCormicks模型用于独立防波堤后的平衡海岸线

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摘要

Experimental data of equilibrium shorelines behind a detached breakwater obtained by previous investigators were collected and re-reviewed to investigate the major parameters affecting the shoreline shapes. The result shows that the equilibrium shorelines depend not only on the breakwater length B and the distance of the breakwater from the initial shoreline S, but also on the incident wave steepness H_0/L_0, beach slope S_b and the sand size D_(50). Most of equilibrium shorelines behind a detached breakwater could be approximately described by a couple of elliptic curves as proposed by McCormick (Ports, Coastal & Ocean Engineering ASCE 119, 1993, p. 657). However, after re-examination, this paper shows that the dimen-sionless semiminor axis b/S and the dimensionless distance G/b in the McCormick's elliptic-curve model should be modified, as compared with the available experimental data. The modified expressions of b/S and G/b were proposed, and the performances of the modified expressions were also detaily examined in this paper.
机译:收集并重新审查了先前研究人员获得的独立防波堤后的平衡海岸线的实验数据,以研究影响海岸线形状的主要参数。结果表明,平衡海岸线不仅取决于防波堤长度B和防波堤与初始海岸线S的距离,还取决于入射波陡度H_0 / L_0,海滩坡度S_b和沙粒大小D_(50)。麦考密克(Ports,Coastal&Ocean Engineering ASCE 119,1993,p.657)提出的椭圆曲线可以大致描述一个分离的防波堤后的大多数平衡海岸线。然而,经过重新检验,本文表明,与现有的实验数据相比,应修改McCormick椭圆曲线模型中的无量纲半短轴b / S和无量纲距离G / b。提出了b / S和G / b的修饰表达式,并对修饰表达式的性能进行了详细的研究。

著录项

  • 来源
    《Ocean Engineering》 |2003年第15期|p.1887-1897|共11页
  • 作者

    T.-W. Hsu; C.-D. Jan; C.-C. Wen;

  • 作者单位

    Department of Hydraulics and Ocean Engineering, National Cheng Kung University, Tainan 701, Taiwan;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 海洋学;
  • 关键词

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