某斜坡堤工程消浪措施效果的试验分析  

Experimental analysis of wave-breaking measure for sloping breakwater

作　　者：柳玉良[1] 张华昌[1] 夏运强 杨锦凌[1] 

机构地区：[1]海军工程设计研究院,北京100070

出　　处：《水运工程》2015年第9期79-83,共5页Port & Waterway Engineering

摘　　要：通过断面波浪物理模型试验,实测了某游艇港斜坡式防波堤的越浪量及堤内侧波高数据,分析防波堤顶高程的调整以及消浪肩台、护面块体坡顶宽度的变化对防波堤防浪效果的影响。试验研究结果为工程设计提供了科学的依据,同时对类似建港工程也具有比较实用的借鉴意义。Based on the physical model test, we measure the wave-overtopping of a sloping breakwater and wave height at the inner side of the breakwater and analyze the adjustment of the top elevation and the effect of variation of the wave berm and armor block＇ s top width on the wave-breaking effect of the breakwater. The research result provides a scientific basis for the engineering design and may serve as reference for similar port construction engineering as well.

关 键 词：斜坡堤 堤顶高程 肩台 护面块体 消浪效果 系泊条件 越浪 

分 类 号：U656.2[交通运输工程—港口、海岸及近海工程]