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Numerical simulations using momentum source wave-maker applied to RANS equation model

Authors
Choi, JunwooYoon, Sung Bum
Issue Date
Oct-2009
Publisher
Elsevier BV
Keywords
Internal wave-maker method; Directional wave generation; Momentum source; RANS equation model; FLUENT
Citation
Coastal Engineering, v.56, no.10, pp 1043 - 1060
Pages
18
Indexed
SCIE
SCOPUS
Journal Title
Coastal Engineering
Volume
56
Number
10
Start Page
1043
End Page
1060
URI
https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/40864
DOI
10.1016/j.coastaleng.2009.06.009
ISSN
0378-3839
1872-7379
Abstract
For Navier-Stokes equation model using the VOF scheme, Lin and Liu (Lin, P. and Liu, P.L-F. (1999). Internal wave-maker for Navier-Stokes equations models. J. Waterw. Port Coast. Ocean Eng., 125 (4), 207-215.) developed an internal wave-maker method for which a mass source function of the continuity equation was used to generate target wave trains. Using this internal wave-maker method, various numerical experiments have been conducted without any problems due to waves reflected by a wave-maker. In this study, an internal wave-maker method using a momentum source function was proposed. Various numerical simulations in two and three dimensions were performed using the momentum source wave-maker applied to the RANS equation model in a CFD code, FLUENT. To verify their applicability in 2 dimensions, the computational results obtained using the momentum source wave-maker in a channel of constant depth were compared with the results obtained by using the mass source wave-maker and with the analytical solutions. And the results of the present numerical simulations of hydraulic experiments, which represent nonlinear waves on a submerged shoal and breaking waves on a plane beach, were compared with measurements. The comparisons showed good agreements between them. To see their applicability into 3-dimensional cases, the present results in a basin of constant depth were compared with the analytical solutions, and they agreed well with each other. in addition, vertical variation of longshore current was presented by using the 3-dimensional simulation results. (C) 2009 Elsevier B.V. All rights reserved.
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COLLEGE OF ENGINEERING SCIENCES > DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING > 1. Journal Articles

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