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Flood Simulation Using a Well-Balanced Shallow Flow Model

机译:使用均衡的浅流模型进行洪水模拟

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This work extends and improves a one-dimensional shallow flow model to two-dimensional (2D) for real-world flood simulations. The model solves a prebalanced formulation of the fully 2D shallow water equations, including friction source terms using a finite volume Godunov-type numerical scheme. A reconstruction method ensuring nonnegative depth is used along with a Harten, Lax, and van Leer approximate Riemann solver with the contact wave restored for calculation of interface fluxes. A local bed modification method is proposed to maintain the well-balanced property of the algorithm for simulations involving wetting and drying. Second-order accurate scheme is achieved by using the slope limited linear reconstruction together with a Runge-Kutta time integration method. The model is applicable to calculate different types of flood wave ranging from slow-varying inundations to extreme and violent floods, propagating over complex domains including natural terrains and dense urban areas. After validating against an analytical case of flow sloshing in a domain with a parabolic bed profile, the model is applied to simulate an inundation event in a 36 km2 floodplain in Thamesmead near London. The numerical predictions are compared with analytical solutions and alternative numerical results.
机译:这项工作将一维浅水流模型扩展到了二维(2D),以进行实际的洪水模拟。该模型使用有限体积的Godunov型数值方案解决了全二维浅水方程的预平衡公式,包括摩擦源项。一种确保非负深度的重建方法与Harten,Lax和van Leer近似Riemann求解器一起使用,并恢复了接触波以计算界面通量。提出了一种局部床层修改方法,以保持算法的均衡性,以进行涉及润湿和干燥的仿真。通过使用斜率有限的线性重构和Runge-Kutta时间积分方法,可以实现二阶精确方案。该模型适用于计算各种类型的洪水波,范围从缓慢的洪水到极端的暴力洪水,在复杂的区域(包括自然地形和密集的城市区域)中传播。在针对具有抛物线床剖面的区域中的水流晃动的分析案例进行验证后,该模型被应用于模拟伦敦附近Thamesmead的一个36 km2洪泛区的淹没事件。将数值预测与解析解和替代数值结果进行比较。

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