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位置：首页 >> 期刊文章
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摘要：
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本文从波浪绕射计算入手,布置不同的堤轴线走向,结合泥沙淤积,工程投资、锚地要求等综合考虑,从而推荐出合理的布置方案。该工程已按方案3实施。
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Starting with the calculation of wave diffraction,various alignment layouts of the sand barrier-breakwater were planned. The deposit siltation,cost of construction and requirements for mooring areas were also taken into account, thus the rational layout alternatives were submitted. Presently the project is being executed in accordance with Alternative III.
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基金项目：
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作者简介：
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参考文献：
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[1] H湾内新港区起步工程可行性研究报告,四航院1991.1;
[2] H渔港整治工程设计任务书、潮阳县水产局1990.4;
[3] H湾拦砂防波堤设计波要素的推算.河海大学1991.6;
[4] 《渔港工程》农业出版社1984;
[5] 交通部《海港水文规范》1987年。
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