The Subcell Method for Coupling 1D/2D Shallow Water Flow Models

被引:0
|
作者
Nwaigwe, Chinedu [1 ]
Dedner, Andreas S. [2 ]
机构
[1] Rivers State Univ, Dept Math, Port Harcourt, Nigeria
[2] Univ Warwick, Warwick Math Inst, Coventry, England
关键词
Shallow water equations; Hydrostatic reconstruction method; Subcell Hydrostatic reconstruction; scheme; Finite Volume methods; Well-balanced methods; Coupling methods; 1D; SCHEME; RECONSTRUCTION; COMPUTATIONS; DERIVATION; EQUATIONS; SYSTEM;
D O I
10.5890/JAND.2023.09.009
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this paper, we propose the subcell method to couple channel and flood flows. We adopt a 1D Saint Venant channel model with cou-pling terms and the 2D shallow water flood model. The channel flow is coupled to the flood through the discrete 1D coupling term which we derived in a closed form; while the flood is coupled to the chan-nel flow through the 2D numerical fluxes. Since 1D channel models ignore the evolution of channel lateral discharges which are needed to compute the 2D numerical fluxes at flood/channel interfaces, the problem of recovering channel lateral discharges is a crucial one. To this end, we propose a technique that splits channel cells into two sub -cells and adopt an ad-hoc model based on the y-discharge equation in the 2D shallow water equations. Then, motivated by the hydrostatic reconstruction scheme, the subcell hydrostatic reconstruction scheme is formulated, for the first time, and used to compute the channel lateral discharges. This constitutes the novelty of this work. Also, deriving the 1D discrete coupling term in closed form is another nov-elty. This approach can be easily implemented without requiring any change to the existing channel or flood solver. We prove that the pro-posed method is well-balanced and satisfies a no-numerical flooding property, and present some numerical test cases on constant-width channels and rectangular floodplains to demonstrate the accuracy and performance of the method. Our results show that the method computes results with good accuracy, yet performs well. We there-fore conclude that including a model for evolving lateral discharges within the channel during a flooding event, leads to a significant im-provement in the accuracy of the scheme. (c) 2023 L&H Scientific Publishing, LLC. All rights reserved.
引用
收藏
页码:547 / 570
页数:24
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