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Shear Flow Dispersion Under Wave and Current 被引量:2

Shear Flow Dispersion Under Wave and Current
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摘要 The longitudinal dispersion of solute in open channel flow with short period progressive waves is investigated. The waves induce second order drift velocity in the direction of propagation and enhance the mixing process in concurrent direction. The 1-D wave-period-averaged dispersion equation is derived and an expression for the wave-current induced longitudinal dispersion coefficient (WCLDC) is propased based on Fiscber' s expression (1979) for dispersion in unidirectional flow. The result shows that the effect of waves on dispersion is mainly due to the cross-sectional variation of the drift velocity. Furthermore, to obtain a more practical expression of the WCLDC, the longitudinal dispersion coefficient due to Seo and Cheong (1998) is modified to incluee the effect of drift velocity. Laboratory experiments have been conducted to verify the propased expression. The experimental results, together with dimensional analysis, show that tbe wave effect can be reflected by the ratio between the wave amplitude and wave period. A comparative study between the cases with and without waves demonstrates that the magnitude of the longitudinal dispersion coefficient is increased nnder the presence of waves. The longitudinal dispersion of solute in open channel flow with short period progressive waves is investigated. The waves induce second order drift velocity in the direction of propagation and enhance the mixing process in concurrent direction. The 1-D wave-period-averaged dispersion equation is derived and an expression for the wave-current induced longitudinal dispersion coefficient (WCLDC) is propased based on Fiscber' s expression (1979) for dispersion in unidirectional flow. The result shows that the effect of waves on dispersion is mainly due to the cross-sectional variation of the drift velocity. Furthermore, to obtain a more practical expression of the WCLDC, the longitudinal dispersion coefficient due to Seo and Cheong (1998) is modified to incluee the effect of drift velocity. Laboratory experiments have been conducted to verify the propased expression. The experimental results, together with dimensional analysis, show that tbe wave effect can be reflected by the ratio between the wave amplitude and wave period. A comparative study between the cases with and without waves demonstrates that the magnitude of the longitudinal dispersion coefficient is increased nnder the presence of waves.
出处 《China Ocean Engineering》 SCIE EI 2007年第4期549-560,共12页 中国海洋工程(英文版)
关键词 longitudinal dispersion under wave-current flow drift velocity multiple regression analysis longitudinal dispersion under wave-current flow drift velocity multiple regression analysis
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参考文献23

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同被引文献12

  • 1袁德奎,林斌良,陶建华.波浪作用下污染物的混合和离散[J].水利学报,2004,35(8):76-80. 被引量:8
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  • 4Liu X H.A numerical simulation of two dimensional hydrodynamic and pollutant diffusion in Hakata Bay[]..2002
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  • 9Zou Zh L.Water Wave Theories and Their Applications[]..2005
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