不同结构离岸式潜堤消浪效果试验研究  

Experimental Study of Wave Dissipating Effect of Offshore Submerged Dikes with Different Structures

作　　者：陈兆林[1] 

机构地区：[1]海军工程设计研究院,山东青岛266100

出　　处：《海岸工程》2005年第2期1-6,共6页Coastal Engineering

摘　　要：在某保滩促淤工程中,应用了离岸式潜堤技术。为了验证其不同结构形式的消浪效果,通过物理模型试验,对斜坡堤、大圆筒以及板桩直立堤的3种潜堤断面,在3种不同水位、波高作用下的消波效果作观测比较,并对其结果进行分析研究,旨在为工程设计和建设提供科学依据。An offshore submerged dike will be used to protect shoreline and facilitate siltation, and physical model tests were performed for three sections of sloping faced dike, cylindrical dike and vertical sheet-pile dike. The wave dissipating effects for three water levels and three wave heights were observed and compared to each other in the test, and the test results were analyzed and studied to provide scientific basis for the engineering design and construction.

关 键 词：潜堤形式 浅水波浪 物理模型试验 消波效果 

分 类 号：U656.2[交通运输工程—港口、海岸及近海工程]