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首页> 外文期刊>Hydrology and Earth System Sciences Discussions >Determination of spatially varying Van der Burgh's coefficient from estuarine parameter to describe salt transport in an estuary
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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 iv/i 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 iK/i is another parameter that also determines the relative strength of two mechanisms. However, a single value of iK/i, 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 iK/i has been determined from the iv/i value calculated using intensively observed longitudinal salinity transects of the Sumjin River Estuary with exponential shape. The spatially varying iK/i 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, iK/i values increase upstream and are found to depend on the freshwater discharge, with suppressing vertical mixing. The iK/i value has been scaled on the basis of the iv/i value and ranges between 0 and 1. If iK/i 0.3, the up-estuary salt transport is entirely dominated by tide-driven mixing near the mouth. If 0.3 iK/i 0.8, both tide-driven and density-driven mixing contribute to transporting salt in the central regimes. If iK/i 0.8, the salt transport is almost entirely by density-driven circulation in the upper most regimes. In addition, another iK/i-based dispersion equation has been solved by using this spatially varying iK/i. The spatially varying iK/i demonstrates density-driven circulation more prominently at the location of strong salinity gradient compared with a single iK/i 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。范德伯格系数 K 是另一个参数,它也确定了两种机制的相对强度。但是,先前研究中曾考虑过的 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 是通过使用密集观测的萨姆金河河口纵向盐度样条以指数形状计算的 v 值确定的。 K 在空间上的变化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排放,在河口下游,强潮导致井井有条。但是, 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 值已根据 v 值进行了缩放,范围为0到1。如果 K <0.3,则河口向上盐分的运输完全由潮汐驱动的口附近混合控制。如果0.3 i> K <0.8,则潮汐驱动和密度驱动的混合作用都有助于在中央区域传输盐分。如果 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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