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arXiv 1701.04476math.NAcs.NA
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一种用于耦合1D/2D浅水流模型的两层方法

A two-layer approach for Coupling 1D/2D Shallow Water Flow Models

University of Warwick(华威大学)

Andreas Dedner, Chinedu Nwaigwe

AI总结:

本文提出了一种两层耦合方法,用于高效模拟开放渠道的水流和洪水。该方法能恢复二维水流结构,同时保持效率,并可根据问题需求切换耦合类型。

摘要:

本文提出了一种用于耦合2D/1D浅水流模型的新方法。高效耦合这些模型对于模拟开放渠道的水流和洪水至关重要。现有方法要么在渠道侧边界耦合(侧向方法),要么在流方向上两个子域交汇处耦合(前沿方法)。这些方法被称为水平方法,因为耦合点位于水平面上。现有方法的局限性在于无法在不损失效率的情况下恢复洪水期间的二维渠道水流结构,且无法根据问题切换侧向和前沿方法。本文提出了一种新的范式,即把渠道流视为两层流。这导致了垂直耦合方法(VCM),它能够恢复二维渠道水流结构而不损失效率,并可根据水流情况切换类型,是某些现有方法的超集。VCM基于用户选择的高于某一高度的水位,该高度被认为是渠道满水位。从该高度开始,定义所有其他流量量,包括两层。下层和上层的流量分别假设为1D和2D,推导出相应的流量模型和交换项。2D浅水流模型用于洪水平原。有限体积方法(FVM)用于洪水模型;FVM结合操作分裂方法用于求解和耦合两层渠道流模型。我们证明了所得到的方法(i)是平衡的(ii)保留了“非数值”洪水属性(iii)保留了守恒性质(iv)能适应水流情况。

英文摘要:

In this paper, we propose a novel approach for coupling 2D/1D shallow water flow models. Efficiently coupling these models is vital for simulating the flow and flooding of open channels. Currently, existing methods couple the models either at the channel lateral boundaries (lateral methods) or at the location, along the channel flow direction, where the two sub-domains intersect (frontal methods). We classify these methods as horizontal methods since the coupling points are on the horizontal plane. The limitations of these methods include their inability to recover the 2D channel flow structure during flooding without losing efficiency, and their inability to switch between lateral and frontal methods, based on the problem. Here, we propose a new paradigm which is to think of the channel flow as a two layer flow. This leads to the vertical coupling method (VCM) which is able to recover 2D channel flow structure without losing efficiency, switch types depending on the flow and is a superset of some existing methods. The VCM is based on a user chosen elevation above which the user considers the channel to be full. From this elevation, all other flow quantities are defined including the two layers. The flows in the lower and upper layers are assumed to be 1D and 2D respectively, and the appropriate flow models with exchange terms are derived. The 2D shallow water flow model is retained for the floodplains. Finite volume methods (FVM) are formulated for the flood model; the FVM with the operator splitting approach are also formulated to solve and couple the two layer channel flow models. We show that the resulting method (i) is well-balanced (ii) preserves the "no-numerical" flooding property (iii) preserves conservation properties and (iv) adapts to the flow situation.

机构、总结、中文摘要均由AI分析而来,可能存在错误,请以论文正文为准。

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