水深有陡变的人工港域内波高分布的数值计算方法
Numerical method for wave height distribution within artificial harbor with water depth of steep variation
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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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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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