| 青岛造船基地防波堤工程防浪效果研究 |
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| 引用本文： | 杨会利,刘海源,郑宝友. 青岛造船基地防波堤工程防浪效果研究[J]. 水道港口, 2008, 29(1): 36-38 |
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| 作者姓名： | 杨会利 刘海源 郑宝友 |
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| 作者单位： | 长沙理工大学,水利学院,长沙,410076;交通部天津水运工程科学研究所,工程泥沙交通行业重点实验室,天津,300456 |
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| 摘 要： | 文中采用物理模型试验的手段,依据青岛造船基地工程平面布置情况,针对S—SW向波浪作用,工程港区掩护较差问题,对其防波堤工程进行10个平面布置方案的研究。给出了港池及各个泊位处的波高分布,对比分析防波堤布置形式的防浪效果,提出了掩护较好的平面布置方案。为优化总平面设计提供了试验依据。
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| 关 键 词： | 防波堤 优化方案 物理模型 |
| 文章编号： | 1005-8443(2008)01-0036-03 |
| 修稿时间： | 2007-11-26 |
Research on prevention effects of breakwater in Qingdao shipbuilding base |
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| YANG Hui-li,LIU Hai-yuan,ZHENG Bao-you. Research on prevention effects of breakwater in Qingdao shipbuilding base[J]. Journal of Waterway and Harbour, 2008, 29(1): 36-38 |
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| Authors: | YANG Hui-li LIU Hai-yuan ZHENG Bao-you |
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| Abstract: | It is introduced in this paper that the physical model test is adopted for the optimization study on the basis of the S—SW wave cover relatively poorer than the other direction's,ten general layout schemes of the project are analyzed according to the general layout of Qingdao shipbuilding base.The wave height distribution of basins and berths are given by the test study result.Then the comparisons of prevention effects between different types of breakwater are carried out.As a result,a better scheme of the general layout for wave cover is raised in this paper,which provides the test basis for the optimum general layout. |
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| Keywords: | breakwarter optimize scheme physical model |
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