The Basic Study on Wave Dissipation Mechanism of Permeable Breakwater with Wave-absorbing Chambers

Math Model of Non-linear Wave Propagation Near Permeable Breakwater

透空式防坡堤周围的非线性波浪传播的数值模拟

Study on the Characteristics of Wave Force on Piled Baffle Permeable Breakwater

桩基挡板透空式防波堤结构波压力特性研究

Necessity of Building Permeable Breakwater in Hai ′ an New Port

海安新港建设透空式防波堤的必要性

Wave Transmission Factors of Permeable Breakwater on Pile Foundation

桩基透空堤的透浪系数

Experimental Study on Permeable Breakwater of Hai ′ an New Port

海安新港透空式防波堤的试验研究

Nonlinear Wave Numerical Simulation of the Action between Wave and Perforated Caisson Breakwater

波浪与开孔沉箱防波堤作用的非线性数值模拟

Dynamic Response Analysis of Rectangular Caisson Breakwater under Random Wave CAISSON WORK

随机波浪作用下矩形沉箱防波堤的动力分析模型

The static and dynamic method is the two ways of designing caisson breakwater.

沉箱式防波堤的稳定性设计有静力设计方法、动力设计方法。

Test and Analysis of Wave Pressure on Circular Caisson Breakwater

圆形沉箱防波堤波压力的试验分析

Experimental Study on Hydrodynamic Mass for Dynamic Calculation of Caisson Breakwater

沉箱式防波堤动力计算中附加水质量的实验研究

In the first section, this paper establishes the model of computing the consequence of meandering damage of semi-infinite caisson breakwater by combining the expected sliding distance technique and the diffraction model.

本文第一部分将期望滑移量模型和绕射模型结合，建立了计算半无限长沉箱式防波堤在使用期限内蛇行破坏程度的模型。

Vibrating-rocking analysis of caisson breakwater under breaking wave impact

破碎波冲击作用下沉箱式防波堤振动-摇摆运动分析

Based on Sommerfeld's diffraction theory in combination with the theory of random waves a method is developed for predicting the distributions of regular-and random-wave heights along the outside of upright breakwater.

结合随机波理论分析，用光易谱、会战谱计算了沿直立堤的不规则波波高分布。

Wave height distribution along the outside of upright breakwater

沿直立堤外侧波高分布

Sliding Design of Upright Breakwater

直立式防波堤的滑移设计

Analysis of Internal Stress of Hollow Blocks for a Mound Breakwater

斜坡堤空心方块的内力分析

Influence of Wave Height Value on Mound Breakwater Crown Wall Structural Design

波高取值对斜坡堤胸墙结构设计影响的探讨

The rubble mound breakwater was tested under the action of irregular waves.

采用不规则波对斜坡式防波堤进行了试验。

A Model Study of Stone Pitching of Mound Breakwater under the Action of Regular Wave

浪波作用下斜坡式防波堤插砌条石护面厚度的试验研究

In this paper, The distribution of wave pressures at representative time and some affected factors of wave forces are analyzed by model experiment, some hydraulic characteristics of quarter-circular breakwater are studies.

通过物理模型试验对新型防波堤（圆弧面防波堤）的波浪力分布情况以及影响因素进行分析，探讨这种新型防波堤的水力特性。