波托马克河下游河口的动力学模型

Chesapeake Science Pub Date : 1977-06-01 DOI:10.2307/1350859
R. Wilson
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引用次数: 2

摘要

本文建立了一个简单的二维数值模型来表示沿波托马克河河口下游河段观测到的潮汐和非潮汐流的垂直结构以及潮汐高程。该模型基于线性化的纵向动量方程和横向平均连续性方程。它通过连续性方程结合了自然变化的通道横截面的影响,并通过动量方程中的压力梯度项结合了向海密度的增加。观测到的河段密度分布用于评估相对于水面的水平压力梯度。该模型利用垂直涡旋粘度系数,该系数在垂直和纵向上都是变化的。只有两个与涡流粘度有关的可调参数,计算和观测的潮汐流和非潮汐流之间有很好的一致性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A Model of Dynamics in the Lower Potomac River Estuary
A simple two-dimensional numerical model has been developed to represent the observed vertical structure of tidal and nontidal currents and tidal elevations along a reach of the lower Potomac River Estuary. The model is based on a linearized longitudinal momentum equation and a laterally averaged continuity equation. It incorporates the effects of a naturally varying channel cross-section through the continuity equation, and a seaward increase in density through the pressure gradient term in the momentum equation. The observed distribution of density in the reach is used to evaluate the horizontal pressure gradient relative to the water surface. The model utilizes a coefficient of vertical eddy viscosity which varies both vertically and longitudinally. With but two adjustable parameters associated with the eddy viscosity, good agreement is obtained between the computed and observed tidal and nontidal currents.
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