Vertical two-dimensional non-hydrostatic pressure model with single layer

DOI10.1007/S10483-013-1702-XzbMath1376.76038OpenAlexW2262463896MaRDI QIDQ1686756

Xiao-ming Guo, Ling Kang

Publication date: 15 December 2017

Published in: Applied Mathematics and Mechanics. (English Edition) (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s10483-013-1702-x

zbMATH Keywords

Thomas algorithmwavenon-hydrostatic pressuresingle layervertical two-dimensional model

Mathematics Subject Classification ID

Water waves, gravity waves; dispersion and scattering, nonlinear interaction (76B15) Finite difference methods applied to problems in fluid mechanics (76M20)

Cites Work

• Unnamed Item
• A simple boundary condition for unbounded hyperbolic flows
• An arbitrary Lagrangian-Eulerian \(\sigma\) (ALES) model with non-hydrostatic pressure for shallow water flows
• Depth-integrated free-surface flow with a two-layer non-hydrostatic formulation
• A two-dimensional vertical non-hydrostaticσ model with an implicit method for free-surface flows
• A semi-implicit finite difference method for non-hydrostatic, free-surface flows
• On the approximation of horizontal gradients in sigma co‐ordinates for bathymetry with steep bottom slopes
• An accurate and efficient finite-difference algorithm for non-hydrostatic free-surface flow with application to wave propagation
• A ?-coordinate three-dimensional numerical model for surface wave propagation
• Further experiences with computing non-hydrostatic free-surface flows involving water waves

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