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Depth-integrated free-surface flow with a two-layer non-hydrostatic formulation

机译:具有两层非静水配方的深度积分自由表面流

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This paper presents the derivation of a depth-integrated wave propagation and runup model from a system of governing equations for two-layer non-hydrostatic flows. The governing equations are transformed into an equivalent, depth-integrated system, which separately describes the flux-dominated and dispersion dominated processes. The depth-integrated system reproduces the linear dispersion relation within a 5% error for water depth parameter up to kd=11, while allowing direct implementation of a momentum conservation scheme to model wave breaking and a moving-waterline technique for runup calculation. A staggered finite-difference scheme discretizes the governing equations in the horizontal dimension and the Keller box scheme reconstructs the non-hydrostatic terms in the vertical direction. An semi-implicit scheme integrates the depth-integrated flow in time with the non-hydrostatic pressure determined from a Poisson-type equation. The model is verified with solitary wave propagation in a channel of uniform depth and validated with previous laboratory experiments for wave transformation over a submerged bar, a plane beach, and fringing reefs.
机译:本文介绍了由两层非静水流控制方程组推导的深度积分波传播和运行模型。控制方程式被转换为等效的深度积分系统,该系统分别描述了通量控制和色散控制的过程。深度集成系统可在水深参数高达kd = 11的情况下,在5%的误差范围内再现线性色散关系,同时允许直接实施动量守恒方案来模拟波浪破碎和动水线技术以进行径流计算。交错的有限差分方案在水平方向离散控制方程,而Keller box方案在垂直方向重建非静液压项。半隐式方案将深度积分流及时与从泊松型方程确定的非静水压力积分。该模型通过在均匀深度的通道中的孤立波传播进行了验证,并通过先前的实验室实验进行了验证,该模型用于在淹没的条形物,平面海滩和礁石上进行波变换。

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