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首页> 外文期刊>Journal of Physical Oceanography >A Numerical Study of Salt Fluxes in Delaware Bay Estuary
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A Numerical Study of Salt Fluxes in Delaware Bay Estuary

机译:特拉华湾河口盐通量的数值研究

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The results of a numerical study of Delaware Bay using the Regional Ocean Modeling System (ROMS) are presented. The simulations are run over a range of steady river inputs and used M_2 and S_2 tidal components to capture the spring-neap variability. Results provide a description of the spatial and temporal structure of the estuarine exchange flow and the salinity field, as well the along-channel salt flux in the estuary. The along-channel salt flux is decomposed into an advective term associated with the river flow, a steady shear dispersion F_e associated with the estuarine exchange flow, and a tidal oscillatory salt flux F_t. Time series of F_e and F_t show that both are larger during neap tide than during spring. This time variability of F_t, which is contrary to existing scalings, is caused by the lateral flows that bring velocity and salinity out of quadrature and the stronger stratification during neap tide, which causes F_t to be enhanced relative to spring tide. A fit for the salt intrusion length L with river discharge Q for a number of isohalines is performed. The functional dependences of L with Q are significantly weaker than Q~(-1/3) scaling. It is concluded that the response of the salt field with river discharge is due to the dependence of F_e and F_t with Q and the relative importance of F_t to the total upstream salt flux: as river discharge increases, F_e becomes the dominant mechanism. Once F_e dominates, the salt field stiffens because of a reduction of the vertical eddy viscosity with increasing Q.
机译:提出了使用区域海洋建模系统(ROMS)对特拉华湾进行数值研究的结果。模拟在一定范围的稳定河流输入上进行,并使用M_2和S_2潮汐分量来捕获春季小差。结果描述了河口交换流和盐度场的时空结构,以及河口沿通道的盐通量。沿河道的盐通量被分解为与河流水流有关的对流项,与河口交换水流有关的稳定剪切分散F_e和潮汐振荡盐通量F_t。 F_e和F_t的时间序列表明,在潮汐潮中两者都比春季更大。 F_t的这种时变性与现有的标度相反,是由横向流动引起的,该横向流动使速度和盐度脱离了正交关系,并且在潮汐时分层更强,这导致F_t相对于潮汐潮汐得到增强。对大量等盐进行盐分侵入长度L与河水排放Q的拟合。 L对Q的函数依赖性明显弱于Q〜(-1/3)缩放比例。结论是,盐场对河流流量的响应是由于F_e和F_t对Q的依赖性以及F_t对总上游盐通量的相对重要性所致:随着河流流量的增加,F_e成为主要机制。一旦F_e占主导地位,盐场就会变硬,因为垂直涡流粘度随Q的增加而降低。

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  • 来源
    《Journal of Physical Oceanography 》 |2013年第8期| 1572-1588| 共17页
  • 作者单位

    Rutgers, The State University of New Jersey, New Brunswick, 71 Dudley Road,New Brunswick, NJ 08901;

    Rutgers, The State University of New Jersey, New Brunswick, New Jersey;

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