An active wave generating-absorbing boundary condition for VOF type numerical model

Coastal Engineering

Volumn 38, Issue 4, 1999, Pages 223-247

  Troch, Peter ^a   De Rouck, Julien ^a  

^a GHENT UNIVERSITY   (Belgium)

Author keywords

Boundary condition; Numerical model; Volume of fluid; Wave absorption

Indexed keywords

BOUNDARY CONDITIONS; COASTAL ENGINEERING; COMPUTER SIMULATION; DIGITAL FILTERS; MATHEMATICAL MODELS; SIGNAL FILTERING AND PREDICTION; VELOCITY MEASUREMENT;

VOLUME OF FLUID (VOF) METHOD;

WATER WAVES;

BOUNDARY CONDITIONS; MATHEMATICAL MODELING; WAVE ABSORPTION; WAVE GENERATION;

BOUNDARY CONDITIONS; NUMERICAL MODEL; WAVE MODELING;

EID: 0033508347     PISSN: 03783839     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0378-3839(99)00051-4     Document Type: Article

References (29)

1. Ashgriz N., Poo J.Y. FLAIR: Flux Line-Segment Model for Advection and Interface Reconstruction. J. Comput. Phys. 93:1991;449-468.
2. Austin, D.I., Schlueter, R.S., 1982. A numerical model of wave breaking/breakwater interactions. In: Proceedings 18th International Conference on Coastal Engineering, Vol. 3. Cape Town, Republic of South Africa, pp. 2079-2096.
3. Brorsen M., Larsen J. Source generation of nonlinear gravity waves with boundary integral equation method. Coastal Eng. 11:1987;93-113.
4. Chopra, A., Greated, C.A., 1995. Development and validation of the Volume of Fluid technique for water wave dynamics. In: Proceedings of the 6th International symposium on Computational Fluid Dynamics, NV, USA, pp. 212-217.
5. Christensen, M., 1995. Generation and active absorption of 2- and 3-dimensional water waves in physical models. PhD thesis, Aalborg University, Aalborg, Denmark. ISSN 0909-4296.
6. Frigaard P., Brorsen M. A time-domain method for separating incident and reflected irregular waves. Coastal Eng. 24:1995;205-215.
7. Frigaard, P., Christensen, M., 1994. An absorbing wave-maker based on digital filters. In: Proceedings, 24th International Conference on Coastal Engineering, Vol. 1. Kobe, Japan, pp. 168-180.
8. Hald, T., Frigaard, P., 1996. Performance of active wave absorption systems - comparison of wave gauge and velocity meter based systems. In: Proceedings 2nd International Conference on Coastal, Ports and Marine Structures. ICOPMAS, Tehran, Iran.
9. Hirt C.W., Nichols B.D. J. Comput. Phys. 39:1981;201-225.
10. Iwata, K., Kawasaki, K., Kim, D., 1996. Breaking limit, breaking and post-breaking wave deformation due to submerged structures. In: Proceedings 25th International Conference on Coastal Engineering, Vol. 3. Orlando, USA, pp. 2338-2351.
11. Kothe, D.B., Mjolsness, R.C., Torrey, M.D., 1991. RIPPLE: a computer program for incompressible flow with free surfaces. Report LA-12007-MS, Los Alamos Scientific Report, Los Alamos, NM, USA.
12. Kothe, D.B., Ferrell, R.C., Turner, J.A., Mosso, S.J., 1997. A high resolution finite volume method for efficient parallel simulation of casting processes on unstructured meshes. Los Alamos National Laboratory Report LA-UR-97-30. In: Proceedings 8th SIAM Conference on Parallel Processing for Scientific Community. Minneapolis, MN, USA.
13. Larsen J., Dancy H. Open boundaries in short wave simulations - a new approach. Coastal Eng. 7:1983;285-297.
14. Lemos, C.M., 1992. Wave breaking, a numerical study. Lecture Notes in Engineering No. 71. Springer-Verlag, Berlin, Germany.
15. Nichols, B.D., Hirt, C.W., Hotchkiss, R.S, 1980. SOLA-VOF: a solution algorithm for transient fluid flow with multiple free boundaries. Report LA-8355, Los Alamos, CA, USA.
16. Petit, H.A.H., van den Bosch, P., 1992. SKYLLA: wave motion in and on coastal structures. Numerical analysis of program modifications. Delft Hydraulics Report H1351. Delft, The Netherlands.
17. Sabeur, Z.A., Allsop, N.W.H., Beale, R.G., Dennis, J.M., 1996. Wave dynamics at coastal structures: development of a numerical model for free surface flow. In: Proceedings 25th International Conference on Coastal Engineering, Vol. 1. Orlando, USA, pp. 389-402.
18. Schäffer, H.A., Klopman, G., 1997. Review of multidirectional active wave absorption methods. In: Proceedings of the I.A.H.R. seminar on multidirectional waves and their interaction with structures, 27th I.A.H.R. Congress. San Francisco, USA, pp. 159-182.
19. Sethian J.A. Tracking interfaces with level sets. American Scientist. 85(3):1997;254-263.
20. Shyy, W., 1994. Computational modeling for fluid flow and interfacial transport. Transport processes in engineering, Vol. 5. Elsevier.
21. Torrey, M.D., Cloutman, L.D., Mjolsness, R.C., Hirt, C.W., 1985. NASA-VOF2D: a computer program for incompressible flows with free surfaces. Report LA-10612-MS. Los Alamos Scientific Report, Los Alamos, NM, USA.
22. 2, a numerical model for simulation of wave interaction with rubble mound breakwaters. In: Proceedings 27th IAHR Congress. San Francisco, USA, pp. 1366-1371.
23. Troch, P., De Rouck, J., 1998. Development of 2D numerical wave flume for simulation of wave interaction with rubble mound breakwaters. In: Proceedings 26th International Conference on Coastal Engineering. Copenhagen, Denmark.
24. Van der Meer, J.W., Petit, H.A.H., van den Bosch, P., Klopman, G., Broekens, R.D., 1992. Numerical simulation of wave motion on and in coastal structures. In: Proceedings 23rd International Conference on Coastal Engineering, Vol. 2. Venice, Italy, pp. 1772-1784.
25. Van Gent, M.R.A., 1995. Wave interaction with permeable coastal structures. PhD thesis Technical University Delft. Delft, The Netherlands. ISBN 90-407-1182-8.
26. Van Gent, M.R.A., Tönjes, P., Petit, H.A.H., van den Bosch, P., 1994. Wave action on and in permeable coastal structures. In: Proceedings 24th International Conference on Coastal Engineering, Vol. 2. Kobe, Japan, pp. 1739-1753.
27. Waller, M.N.H., Christakis N., Allsop N.W.H., Beale R.G., Dennis J.M., 1998. Development and validation of a numerical model of wave dynamics. In: Proceedings 17th International Conference on Offshore Mechanics and Arctic Engineering. Lisbon, Portugal.
28. Welch, J.E., Harlow, F.H., Shannon, J.P., Daly, B.J., 1966. The MAC method: a computing technique for solving viscous incompressible, transient fluid flow problems involving free surface. Report LA-3425, Los Alamos Scientific Report, Los Alamos, CA, USA.
29. Wu, N., 1994. Numerischen simulation der druckschlagbelastung durch brechende wellen auf senkrechte bauwerke. PhD thesis Franziüs-Institut für Wasserbau und Küsteningenieurwesen - Universität Hannover, Hannover, Germany.