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breakwaters

英 [ˈbreɪkˌwɔːtəz]

美 [ˈbreɪˌkwɔtərz]

n.  防波堤
breakwater的复数

柯林斯词典

  • 防波堤
    Abreakwateris a wooden or stone wall that extends from the shore into the sea and is built in order to protect a harbour or beach from the force of the waves.

    双语例句

    • The Research on Wave-dissipating and Wave Force Performance of the Special Plate Breakwaters
      特种板式防波堤消浪及波压力特性研究
    • In practice, caisson breakwaters appear some sliding do not affect its function.
      实际上,沉箱出现一定量的滑移并不影响其使用功能。
    • Research on the wave interaction on arc-shaped floating porous breakwaters
      圆弧型浮式多孔介质防波堤与波浪相互作用研究
    • In this paper, the laboratory study of multi-directional random wave reflection on vertical and sloping breakwaters is presented.
      试验研究了多向随机波浪在直立式防波堤和斜坡式防波堤前的反射情况。
    • Stability Analysis for New Types of Breakwaters on Soft Foundation
      软土地基上新型防波堤结构的稳定性分析
    • Caisson-cylindrical foundation structure is a new type of structure for breakwaters developed successfully in recent years.
      箱筒型结构是近年来开发成功的一种新型防波堤基础结构。
    • Research on Scouring and Silting of Seabed in Front of Breakwaters by Waves
      波浪作用下堤前冲淤形态的数值模拟研究
    • Based on the two-dimensional nonlinear Boussinesq equation a two-dimensional mathmatical model of water waves is established on stagger grid by using finite difference method, and this model is verified by the computations of typical breakwaters.
      基于二维非线性Boussinesq方程,在交错网格上利用差分法建立了二维水波数学模型,并通过典型防波堤的统射计算,对模型进行了验证。
    • The sliding and overturning stability design methods of caisson breakwaters are classified into three categories of the static design method, the dynamic design method with no sliding and rocking motion allowed and the dynamic design method for controlling sliding distance and rocking angle.
      将沉箱式防波堤滑移和倾覆稳定性设计方法分为三类:静力设计方法、不允许沉箱出现滑移和摇摆角的动力设计方法、控制沉箱滑移量和摇摆角的动力设计方法。
    • An analytical method has been proposed to deal with the reflection of oblique incident waves by breakwaters that consist of a double-layered perforated wall and an impermeable back wall.
      通过匹配开孔板处的边界条件可以求解待定的展开系数,继而求解双层开孔板防波堤结构对斜向波的反射率。