| 水深有陡变的人工港域内波高分布的数值计算方法 |
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| 引用本文： | 张福然,陈汉宝.水深有陡变的人工港域内波高分布的数值计算方法[J].海洋学报,1998,20(1):130-133. |
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| 作者姓名： | 张福然 陈汉宝 |
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| 作者单位： | 交通部天津水运工程科学研究所, 塘沽300456 |
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| 摘 要： | 首次将单源点法应用于水深有陡变的人工港域内波高分布的数值计算,结果与一维理论解符合极好,并与工程实例的物理模型试验结果符合也很好.
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| 关 键 词： | 波高分布 单元点法 陡变水深 |
| 收稿时间： | 1995/7/10 0:00:00 |
| 修稿时间： | 1997/2/24 0:00:00 |
Numerical method for wave height distribution within artificial harbor with water depth of steep variation |
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| Zhang Furan and Chen Hanbao.Numerical method for wave height distribution within artificial harbor with water depth of steep variation[J].Acta Oceanologica Sinica (in Chinese),1998,20(1):130-133. |
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| Authors: | Zhang Furan and Chen Hanbao |
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| Institution: | Tianjin Research Institute of Water Transport Engineering, Tanggu 300456 |
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| Abstract: | The method which is based on the solution of a singular integral equation is first used in the artificial harbor with the water depth of steep variation.The result is proper to the one-dimensional theoretical solution and hydraulic model test. |
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| Keywords: | Wave height distribution singular integral equation method water depth of steep variation |
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