| 不同结构离岸式潜堤消浪效果试验研究 |
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| 引用本文： | 陈兆林.不同结构离岸式潜堤消浪效果试验研究[J].海岸工程,2005,24(2):1-6. |
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| 作者姓名： | 陈兆林 |
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| 作者单位： | 海军工程设计研究院,山东,青岛,266100 |
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| 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。
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| 关 键 词： | 潜堤形式 浅水波浪 物理模型试验 消波效果 |
| 文章编号： | 1002-3682(2004)03-0001-06 |
| 修稿时间： | 2005年2月1日 |
Experimental Study of Wave Dissipating Effect of Offshore Submerged Dikes with Different Structures |
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| CHEN Zhao-lin.Experimental Study of Wave Dissipating Effect of Offshore Submerged Dikes with Different Structures[J].Coastal Engineering,2005,24(2):1-6. |
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| Authors: | CHEN Zhao-lin |
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| Abstract: | 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. |
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| Keywords: | shape of submerged dike shallow water wave physical model test wave dissipating effect |
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