斜坡式防波堤

采用不规则波对斜坡式防波堤进行了试验。

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

浪波作用下斜坡式防波堤插砌条石护面厚度的试验研究

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

斜坡式防波堤前海冰堆积数值模拟

Numerical simulation of sea ice pile-up on inclined breakwater

斜坡式防波堤矩形胸墙断面尺度的图表确定法

Chart Method for Determining Rectangular Breast Wall Size of Breakwater with Sloping Faces

斜坡式防波堤干砌石护面厚度的计算

Calculation of the Thickness of Dry - stone Armour of a Sloping Breakwater

渔港斜坡式防波堤规范胸墙波压强分布和计算方法

The calculating method and distribution of wave pressure on breast wall of mound breakwater

斜坡式防波堤技术的新进展

New Progress of Rubble Mound Breakwater Technology & A Report on Two International Conferences

还探讨了多向随机波浪在斜坡式防波堤上的反射面位置问题。

The reflection line position of multi-directional random wave on sloping breakwater is also discussed .

宽肩台斜坡式防波堤设计

The Design of Berm Breakwaters

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。

In this paper , the laboratory study of multi-directional random wave reflection on vertical and sloping breakwaters is presented .

对于用四脚锥体作护面的斜坡式防波堤进行了不规则波与规则波的对比试验。

The comparsion tests have been conducted with irregular waves and regular waves for a rubble-mound breakwater armoured with tetrapods .

基于陡帮开采的新型安全清扫平台稳定性数值模拟分析宽肩台斜坡式防波堤设计

Analysis and numerical simulation on stability of new safe - cleaning berm in mining with steep working slope the design of berm breakwaters

波浪拍打着防波堤。堤心石重量级配变化对斜坡式防波堤物理与动力特性的影响

The waves slapped against the jetty . Influences on the Physical and Dynamical Characteristics of Rubble Breakwater Caused by Various Weight Distribution of the Core

以不同的搜索频率分别在不同坡度斜坡式防波堤前以及不同潮位半圆型防波堤前冰排断裂模式、堆积特征及作用于防波堤的冰力。

Ice sheet rupture mode , pile up characteristic and the ice force before different gradient inclined breakwater and different water level semi-circle breakwater with different search frequency .

嗽叭形堆积通常由堤防决口的洪流所形成。堤心石重量级配变化对斜坡式防波堤物理与动力特性的影响

Splays are commonly formed by currents from crevasses in levees . Influences on the Physical and Dynamical Characteristics of Rubble Breakwater Caused by Various Weight Distribution of the Core

斜坡式防波堤是近海沿岸工程中常用的防浪结构物，人工块体护面斜坡堤是其中重要的一种型式。

The rubble mound breakwater is the protective structure widely used in port and coastal engineering , and artificial armor blocks breakwater is one of the important section types .

本文介绍了一种新型的斜坡式防波堤护面块体&六角型多孔块体，它具有嵌固性好、抗浪能力强、节省混凝土的特点。

This paper introduces a new kind of armour block - hexagon multihole block on sloping breakwater . It has great characteristics such as good interlocking , strong resistance against waves and saving concrete .

本文通过模型试验获得了斜坡式防波堤堤顶胸墙两种不同布置型式的波压力分布，详细分析了斜坡堤反向防浪胸墙的稳定性，论述了反向防浪胸墙所具有的优越性及其使用价值。

Wave pressure distribution on the top of rubble-mound with parapet are obtained from model tests . The stability of reversed parapet located on the rubble-mound is analysed . Its advantages and utility are discussed .

斜坡式防波堤是港口和近海工程中常用的防护结构，研究斜坡堤表面的护面块体的强度破坏对防止护面块体在极端海况下发生断裂破坏有着重要意义。

The rubble mound breakwater is the protective structure widely used in port and offshore engineering , and the research about strength failure of armor blocks is of great significance to prevent fracture failure of armor blocks in the extreme sea conditions .

近年来，军队和地方港口建设中，在一些水深达20m的水域，选择了造价相对较高、但安全性和耐久性较好的斜坡式结构防波堤。

In recent years , some inclined breakwater with higher construction cost but better safety and durability have been built in sea areas with water depth up to 20 m.