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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Numerical method for wave height distribution within artificial harbor with water depth of steep variation

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.
- 波高分布 /
- 单元点法 /
- 陡变水深
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.
- Wave height distribution /
- singular integral equation method /
- water depth of steep variation

Hwang Li-sans Ernest O Tuck.On the oscillations of harbours of arbitrary shape.J.Fluid Mech.,1970,42(3):447-464

Lee Jiin-jen.Wave-induced oscillations in harbours of arbitrary geometry.J.Fluid Mech.,1971,45(2):375-394

Bartholomeuz E F.The reflection of long waves at a step.Proc,Cambridge Philos.Soc.1958,54,106-118

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