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Determination of spatially varying Van der Burgh's coefficient from estuarine parameter to describe salt transport in an estuary

机译:从河口参数确定描述河口盐分迁移的空间变化范德伯格系数

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The estuarine parameter v is widely accepted as describing the relative contribution of the tide-driven and density-driven mixing mechanism of salt transport in estuaries. Van der Burgh's coefficient K is another parameter that also determines the relative strength of two mechanisms. However, a single value of K, which has been considered in previous studies, can not represent the spatial variation of these mechanisms in an estuary. In this study, the spatially varying K has been determined from the v value calculated using intensively observed longitudinal salinity transects of the Sumjin River Estuary with exponential shape. The spatially varying K describes the spatial variation of these mechanisms reasonably well and is independent of the river discharge downstream of the estuary where the strong tides cause well mixed conditions. However, K values increase upstream and are found to depend on the freshwater discharge, with suppressing vertical mixing. The K value has been scaled on the basis of the v value and ranges between 0 and 1. If K < 0.3, the up-estuary salt transport is entirely dominated by tide-driven mixing near the mouth. If 0.3 < K < 0.8, both tide-driven and density-driven mixing contribute to transporting salt in the central regimes. If K > 0.8, the salt transport is almost entirely by density-driven circulation in the upper most regimes. In addition, another K-based dispersion equation has been solved by using this spatially varying K. The spatially varying K demonstrates density-driven circulation more prominently at the location of strong salinity gradient compared with a single K value.
机译:河口参数v被广泛地描述为潮汐驱动和密度驱动的盐在河口的混合机制的相对贡献。范德堡系数K是另一个参数,它也确定了两种机制的相对强度。但是,先前研究中已考虑过的单个K值不能代表这些机制在河口中的空间变化。在这项研究中,空间变化的K是由v值确定的,该v值是通过使用密集观察的呈津河河口纵向盐度样条计算得到的呈指数形状的。空间变化K很好地描述了这些机制的空间变化,并且独立于河口下游的河水流量,在河口下游,强潮造成了井井有条的情况。然而,K值在上游增加,并且被发现取决于淡水排放,同时抑制了垂直混合。 K值已在v值的基础上进行了缩放,范围介于0和1之间。如果K <0.3,则河口盐分的迁移完全由潮汐驱动的口附近混合作用所主导。如果0.3 0.8,则在最上层区域,盐的转运几乎完全是由密度驱动的循环引起的。此外,通过使用该空间变化的K解决了另一个基于K的色散方程。与单个K值相比,空间变化的K在强盐度梯度的位置更明显地显示了密度驱动的环流。

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