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Threshold of Sediment Movement in Different Wave Boundary Layers 被引量:3
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作者 周益人 陈永平 马启南 《China Ocean Engineering》 SCIE EI 2001年第4期509-520,共13页
A review of former studies on the onset of sediment movement under wave action reveals that the Shields criterion obtained in unidirectional steady flow can also be applicable to oscillatory unsteady flow when the bou... A review of former studies on the onset of sediment movement under wave action reveals that the Shields criterion obtained in unidirectional steady flow can also be applicable to oscillatory unsteady flow when the boundary layer is the same. In this paper, through comparison of different boundary layers in wave and steady flow conditions, a new criterion is presented which can be used to predict the threshold of sediment movement Linder wave action. The criterion curve shows good agreement with the experimental data. 展开更多
关键词 WAVE threshold of sediment movement boundary layer
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