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contributor authorBin Li
contributor authorChris A. Fleming
date accessioned2017-05-08T21:10:18Z
date available2017-05-08T21:10:18Z
date copyrightFebruary 2001
date issued2001
identifier other%28asce%290733-950x%282001%29127%3A1%2816%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41368
description abstractA three-dimensional numerical model based on the complete Navier-Stokes equations is developed and presented in this paper. The model can be used for the problem of propagation of fully nonlinear water waves. The Navier-Stokes equations are first transformed from an irregular calculation domain to a regular one using sigma coordinates. The projection method is used to separate advection and diffusion terms from the pressure terms in Navier-Stokes equations. MacCormack's explicit scheme is used for the advection and diffusion terms, and it has second-order accuracy in both space and time. The pressure variable is further separated into hydrostatic and hydrodynamic pressures so that the computer rounding errors can be largely avoided. The resulting hydrodynamic pressure equation is solved by a multigrid method. A staggered mesh and central spatial finite-difference scheme are used. The model is tested against the experimental data of Luth et al., and the comparison shows that higher harmonics can be modeled well. Comparison of the model solutions with the elliptic shoal case confirms that the present model works well for wave refraction and diffraction with strong wave focusing.
publisherAmerican Society of Civil Engineers
titleThree-Dimensional Model of Navier-Stokes Equations for Water Waves
typeJournal Paper
journal volume127
journal issue1
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2001)127:1(16)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 001
contenttypeFulltext


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