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The Study of Seawater Intrusion in Pearl River Estuary Area by a River Network-Estuary-Costal Ocean Coupled Numerical Simulation System

机译:河流河口肋骨肋海洋耦合数值模拟系统研究珠江河口地区海水侵入研究

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In this paper, a river network-estuary-coastal ocean coupled numerical simulation system is developed to study the increasing problem of seawater intrusion in the Pearl River delta and estuary area since it is greatly influenced by the coupled effects of river discharge and oceanic forcing conditions. A numerical model based on one-dimensional Saint-Venant equation is used to resolve the hydrodynamics of the whole river network which involves more than one hundred natural rivers and artificial channels to provide upward boundary conditions for the estuary-coastal ocean model. In order to accurately satisfy the irregular coastlines and numerous islands as well as meet the need of grid flexibility and higher resolution, the three-dimensional unstructured-grid Finite-Volume Coastal Ocean Model (FVCOM) is applied to simulate the interacting processes of tidal forcing and river discharge. By establishing a communicational mechanism, these two models are integrated into a simulation system. Then, the simulation system is well calibrated and validated using field measurement and remote sensing data. The results show that the simulation system can correctly capture the dynamic processes of interactions between river discharge and oceanic and meteorological forcings. Based on the validated simulation system, several process-oriented numerical experiments are conducted to study the dynamic process and find out the relationship between these effecting factors such as river discharge, tidal forcing, wind, bathymetric etc. Simulation results indicate that fresh water drifting westward during ebb tide and seawater directly intruding during flood tide is the controlling dynamic process leading seawater intrusion. These important effects on the seawater intrusion from the dynamic interactions have never been investigated and have largely been neglected in the previous investigations of seawater intrusion in the Pearl River Delta and Estuarine area for its complexity of dynamics, which is characterized as "hundreds of interlaced rivers and eight connected outlets to South China Sea".
机译:在本文中,河网 - 河口 - 近海海洋耦合数值仿真系统的开发研究在珠三角和河口地区,因为它在很大程度上受到河流流量的耦合效应和海洋强制条件的影响海水入侵问题日趋严重。基于一维圣维南方程的数值模型是用来解决整个河网涉及一百多个天然河道和人工渠道提供河口,海岸海洋模式向上边界条件的流体动力学。为了准确地满足不规则海岸线和岛屿众多以及满足需要的网格的灵活性和更高的分辨率,所述三维非结构化网格有限体积沿海海洋模型(FVCOM)被施加到模拟的潮汐迫使相互作用的过程和河流流量。通过建立通信机制,这两种模式都集成到一个仿真系统。然后,模拟系统是公校准和使用场测量和遥感数据验证。结果表明,该仿真系统可以正确的采集河流流量和海洋气象强迫之间的相互作用的动态过程。基于验证的仿真系统上,几个面向过程的数值实验研究的动态过程,并找出仿真结果表明,淡水向西漂流这些影响因素,如河流流量,潮汐强迫,风,测深等之间的关系退潮和海水在涨潮时直接侵入是控制动态过程导致海水入侵。从动态相互作用的海水入侵这些重要的作用从来没有被调查,并在很大程度上在海水入侵在珠江三角洲河口区及其动态变化的复杂性,其特点为“数百交错的河流以前的调查被忽视和八个连接网点,中国南海”。

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