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首页> 外文期刊>Advances in Engineering Software >Improved FVM for two-layer shallow-water models: Application to the Strait of Gibraltar
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Improved FVM for two-layer shallow-water models: Application to the Strait of Gibraltar

机译:用于两层浅水模型的改进FVM:在直布罗陀海峡中的应用

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摘要

This paper deals with the numerical simulation of flows of stratified fluids through channels with irregular geometry. Channel cross-sections are supposed to be symmetric but not necessarily rectangular. The fluid is supposed to be composed of two shallow layers of immiscible fluids of constant densities, and the flow is assumed to be one-dimensional. Therefore, the equations to be solved are a coupled system composed of two Shallow Water models with source terms involving depth and breadth functions. Extensions of Roe's Q-scheme are proposed where a suitable treatment of the coupling and source terms is performed by adapting the techniques developed in [Vazquez-Cendon ME. Improved treatment of source terms in upwind schemes for the shallow water equations in channels with irregular geometry. J Comp Phys 1999; 148:497-526; Garcia-Navarro P, Vazquez-Cendon ME. On numerical treatment of the source terms in the shallow water equations. Comput Fluids 2000;29(8):17-45; Castro MJ, Macias J, Pares C. A Q-Scheme for a class of systems of coupled conservation laws with source term. Application to a two-layer 1-D shallow water system. Math Model Numer An 2001;35(l):107-27]. Finally we apply the numerical scheme to the simulation of the flow through the Strait of Gibraltar. Real bathymetric and coast-line data are considered to include in the model the main features of the abrupt geometry of this natural strait connecting the Atlantic Ocean and the Mediterranean Sea. A steady state solution is obtained from lock-exchange initial conditions. This solution is then used as initial condition to simulate the main semidiurnal and diurnal tidal waves in the Strait of Gibraltar through the imposition of suitable boundary conditions obtained from observed tidal data. Comparisons between numerical results and observed data and some tests on friction sensitivity are also presented.
机译:本文研究了分层流体通过不规则几何形状的通道的流动的数值模拟。通道横截面应该是对称的,但不一定是矩形的。假定流体由两层恒定密度的不混溶流体的浅层组成,并且假定流动为一维。因此,要求解的方程是一个由两个浅水模型组成的耦合系统,其中源项涉及深度和广度函数。提出了Roe Q方案的扩展,其中通过采用[Vazquez-Cendon ME。]开发的技术对耦合项和源项进行适当的处​​理。对具有不规则几何形状的河道中浅水方程组的迎风方案中源项的改进处理。 J Comp Phys 1999; 148:497-526; Garcia-Navarro P,我是Vazquez-Cendon。关于浅水方程中源项的数值处理。 Comput Fluids 2000; 29(8):17-45; Castro MJ,Macias J,ParesC。一类带有源项的守恒定律耦合系统的Q方案。应用于两层一维浅水系统。 Numer An数学模型2001; 35(l):107-27]。最后,我们将数值方案应用于对直布罗陀海峡水流的模拟。实际的测深和海岸线数据被认为包括在该模型中,该自然海峡的陡峭几何形状的主要特征连接了大西洋和地中海。从锁交换初始条件获得稳态解。然后将此解决方案作为初始条件,通过施加从观测到的潮汐数据中获得的合适边界条件,来模拟直布罗陀海峡的主要半日潮和日潮。还提供了数值结果和观测数据之间的比较以及一些摩擦敏感性测试。

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