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
- 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。 - It provides the basis for defining the extended length of the breakwaters.
从一个侧面为天津新港防波堤延伸长度的确定提供了依据。 - Based on the test of the action of oblique random waves on vertical breakwaters, the variation of wave force acting on the unit length of vertical breakwaters with an incident angle was studied.
通过斜向随机波对直立堤作用的试验，研究了作用在直立堤上的单位堤长波浪力随波浪入射角的变化。 - Dynamic response of the seabed around breakwaters to waves
波浪作用下防波堤周围海床的动力响应 - The Civil Engineering Department is responsible for planning, design, and construction of public marine facilities including piers, beacons, breakwaters, seawalls, navigation channels and anchorage areas.
土木工程署负责策划、计和兴建公众海事设施，包括码头、标、波堤、堤、道和船只碇泊处等。 - Characteristics of wave dissipation for pile foundation tier retainer breakwaters are detected by wave experiments.
结合防波堤断面波浪试验，探讨多层挡板桩基透空式防波堤的消浪特性。 - Studying on Hydrodynamic Characteristics in Water Waves Propagating Over Two Trapezoid Submerged Breakwaters
波浪通过双列梯形潜堤的水动力特性研究 - A large number of numerical tests are performed on the breakwaters with different porosities and different block radius.
对不同孔隙率、不同块体粒径的抛石防波堤进行了大量的计算。 - 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。 - 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。