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Analysis of hydrodynamic and transport phenomena in the 'Ria de Arousa': a numerical model for high environmental impact estuaries

机译:'RIA DE AROUSA'中流体动力和运输现象分析:高环境影响河口的数值模型

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In this paper, a numerical model for the simulation of the hydrodynamic and of the evolution of the salinity in shallow water estuaries is presented. The mathematical model consists of two coupled systems of differential equations: the shallow water hydrodynamic equations (that describe the evolution of the depth and of the velocity field) and the shallow water advective-diffusive transport equation (that describes the evolution of the salinity level). Some important issues that must be taken into account are the effects of the tides (including that the seabed could be exposed), the volume of fresh water provided by the rivers and the effects of the winds. Thus, different types of boundary conditions are considered. The numerical model proposed for solving this problem is a second order Taylor-Galerkin Finite Element formulation. The proposed approach is applied to a real case: the analysis of the possible effects of dredging Los Lombos del Ulla, a formation of sandbanks in the Arousa Estuary (Galicia, Spain). A number of simulations have been carried out to compare the actual salinity level with the predicted situation if the different dredging options were executed. Some of the obtained results are presented and discussed.
机译:本文介绍了浅水河河中盐度水力学模拟的数值模型。数学模型由两个耦合的微分方程组成:浅水流体动力方程(描述了深度和速度场的演变)和浅水平均漫射传输方程(描述了盐度水平的演变) 。必须考虑的一些重要问题是潮汐(包括海底可以暴露的潮流),河流提供的淡水量和风的影响。因此,考虑了不同类型的边界条件。用于解决该问题的数值模型是二阶泰勒 - 加仑有限元配方。该拟议的方法适用于真正的案例:分析疏浚Los Lombos Del Ulla,在Arousa河口(加利西亚,西班牙)中砂银的形成。已经执行了许多模拟,以将实际盐度水平与预测的情况进行比较,如果执行了不同的疏浚选项。提出和讨论了一些得到的结果。

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