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首页> 外文期刊>Journal of hydraulic research >An integral model of unsteady salinity intrusion in estuaries
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An integral model of unsteady salinity intrusion in estuaries

机译:河口非定常盐度入侵的积分模型

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摘要

In this paper a model of unsteady salinity intrusion in estuaries is developed using integration of the tidally averaged salinity balance equation to yield a nonlinear, first-order differential equation for the salinity intrusion length scale, L. This equation yields changes in L that are asymmetric with respect to flow increases and decreases, showing that the response time of salinity intrusion to flow changes is dependent on L and not directly on flow. An extension of this approach to an estuary for which the area varies exponentially with distance suggests that the simpler prismatic case embodies the essential physics of the response to flow changes. Hindcasts of the response of the salinity field in Northern San Francisco Bay to flow pulses based on the simple model are in good agreement with observations, suggesting that dynamical models of the type described here may be more accurate than ones that are purely empirical.
机译:本文利用潮汐平均盐度平衡方程的积分建立盐度侵入长度尺度L的非线性一阶微分方程,建立了河口非恒定盐度侵入的模型。该方程产生不对称的L变化。关于流量的增加和减少,表明盐分入侵对流量变化的响应时间取决于L而不直接取决于流量。这种方法扩展到河口的面积随距离呈指数变化的情况表明,较简单的棱柱形壳体体现了对流量变化的响应的基本物理原理。基于简单模型,旧金山湾北部盐度场对水流脉动的响应的后验与观测结果非常吻合,表明此处描述的动力学模型可能比纯粹经验模型更为精确。

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