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Further experiences with computing non-hydrostatic free-surface flows involving water waves

✍ Scribed by Marcel Zijlema; Guus S. Stelling


Book ID
102205806
Publisher
John Wiley and Sons
Year
2005
Tongue
English
Weight
382 KB
Volume
48
Category
Article
ISSN
0271-2091

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✦ Synopsis


A semi-implicit, staggered ÿnite volume technique for non-hydrostatic, free-surface ow governed by the incompressible Euler equations is presented that has a proper balance between accuracy, robustness and computing time. The procedure is intended to be used for predicting wave propagation in coastal areas. The splitting of the pressure into hydrostatic and non-hydrostatic components is utilized. To ease the task of discretization and to enhance the accuracy of the scheme, a vertical boundary-ÿtted co-ordinate system is employed, permitting more resolution near the bottom as well as near the free surface. The issue of the implementation of boundary conditions is addressed. As recently proposed by the present authors, the Keller-box scheme for accurate approximation of frequency wave dispersion requiring a limited vertical resolution is incorporated. The both locally and globally mass conserved solution is achieved with the aid of a projection method in the discrete sense. An e cient preconditioned Krylov subspace technique to solve the discretized Poisson equation for pressure correction with an unsymmetric matrix is treated. Some numerical experiments to show the accuracy, robustness and e ciency of the proposed method are presented.


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A new fully non-hydrostatic 3D free surf
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## Abstract A new fully non‐hydrostatic model is presented by simulating three‐dimensional free surface flow on a vertical boundary‐fitted coordinate system. A projection method, known as pressure correction technique, is employed to solve the incompressible Euler equations. A new grid arrangement