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Experimental and Numerical Study of Wave-Induced Long-Shore Currents on A Mild Slope Beach 被引量:14

Experimental and Numerical Study of Wave-Induced Long-Shore Currents on A Mild Slope Beach
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摘要 The long-shore current distribution on a mild slope beach is studied by combining the numerical model and the physical experiment. The experiments of long-shore currents under the action of regular and irregular waves are conducted on mild beaches with different slopes in a wave basin. A numerical model is established, which includes a wave propagation model, a wave breaking model and a long-shore current model. The validity of the numerical model is proved by the comparison of its results with the results of the experimental model. It is concluded that the wave-ioduced long-shore current is influenced significantly by the incident wave height, the wave angle and the beach slope. Its application to the Bohai Bay indicates that the wave-induced currents have the same order of magnitude as the tide currents in the near-shore zone of mill slope beach. In the design of wastewater ouffall locations on a mild-slope beach with shallow water of the Bohai Bay, the position of the outfall should be 10 km away from the shoreline, which is outside of the surf-zone. The long-shore current distribution on a mild slope beach is studied by combining the numerical model and the physical experiment. The experiments of long-shore currents under the action of regular and irregular waves are conducted on mild beaches with different slopes in a wave basin. A numerical model is established, which includes a wave propagation model, a wave breaking model and a long-shore current model. The validity of the numerical model is proved by the comparison of its results with the results of the experimental model. It is concluded that the wave-ioduced long-shore current is influenced significantly by the incident wave height, the wave angle and the beach slope. Its application to the Bohai Bay indicates that the wave-induced currents have the same order of magnitude as the tide currents in the near-shore zone of mill slope beach. In the design of wastewater ouffall locations on a mild-slope beach with shallow water of the Bohai Bay, the position of the outfall should be 10 km away from the shoreline, which is outside of the surf-zone.
作者 孙涛 陶建华
出处 《China Ocean Engineering》 SCIE EI 2005年第3期469-484,共16页 中国海洋工程(英文版)
基金 ThisworkissupportedbytheKeyProgramofNationalNaturalScienceFoundationofChina(NSFC)(GrandNo59839330)andNationalNaturalScienceFoundationofChina(GrandNo.19772031)
关键词 wave-induced long-shore current experimental study mathematical model regular and irregular waves wave-induced long-shore current experimental study mathematical model regular and irregular waves
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