Numerical simulation of surf-swash zone motions and turbulent flow

Advances in Water Resources

Volumn 32, Issue 2, 2009, Pages 250-263

  Bakhtyar, R ^a,b   Barry, D A ^a   Yeganeh Bakhtiary, A ^b   Ghaheri, A ^b  

^a Institut des Sciences et Technologies de l'environnement   (Switzerland)

^b IRAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Iran)

Author keywords

Nearshore zone; Plunging breakers; RANS; Sloping beach; Spilling breakers; Turbulence closure model; Undertow; VOF; Wave breaking; Wave runup

Indexed keywords

NEARSHORE ZONE; PLUNGING BREAKERS; RANS; SLOPING BEACH; SPILLING BREAKERS; TURBULENCE CLOSURE MODEL; UNDERTOW; VOF; WAVE BREAKING; WAVE RUNUP;

BEACHES; COASTAL ZONES; FLOW SIMULATION; FLUID DYNAMICS; FORECASTING; MINES; NAVIER STOKES EQUATIONS; NUMERICAL METHODS; OCEANOGRAPHY; PRODUCTION PLATFORMS; TURBULENCE; TURBULENT FLOW; TWO DIMENSIONAL;

MATHEMATICAL MODELS;

DISSIPATION; FLOW FIELD; HYDRODYNAMICS; NAVIER-STOKES EQUATIONS; NUMERICAL MODEL; REYNOLDS NUMBER; SIMULATION; TURBULENCE; WAVE BREAKING; WAVE RUNUP;

EID: 63549099225     PISSN: 03091708     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.advwatres.2008.11.004     Document Type: Article

References (48)

1. Asano T. Swash motion due to obliquely incident waves. In: Proceedings of the 24th coastal engineering conference, ASCE, Kobe, Japan, October 23-38; 1994. p. 27-41.
2. Bachelor G.K. An introduction to fluid dynamics (1967), Cambridge University Press, UK: Cambridge
3. Baldock T.E., Holmes P., and Horn D.P. Low frequency swash motion induced by wave grouping. Coast Eng 32 (1997) 197-222
4. Bradford S.F. Numerical simulation of surf zone dynamics. J Waterway Port Coast Ocean Eng 126 (2000) 1-13
5. Christensen E.D., and Deigaard R. Large eddy simulation of breaking waves. Coast Eng 42 (2001) 53-86
6. Christensen E.D., Walstra D.J., and Emarat N. Vertical variation of the flow across the surf zone. Coast Eng 45 (2002) 169-198
7. Christensen E.D., Walstra D.J., and Emarat N. Reply to discussion of ''Vertical variation of the flow across the surf zone''. Coast Eng 50 (2004) 165-166
8. Christensen E.D. Large eddy simulation of spilling and plunging breakers. Coast Eng 53 (2006) 463-485
9. Deigaard R., Justesen P., and Fredsoe J. Modelling of undertow by a one-equation turbulence model. Coast Eng 15 (1991) 431-458
10. Dyhr-Nielsen M, Sørensen T. Sand transport phenomena on coasts with bars. In: Proceedings of the 12th international conference on coastal engineering, ASCE, Washington DC; 1970. p. 855-66.
11. Erikson L., Larson M., and Hanson H. Prediction of swash motion and runup including the effects of swash interaction. Coast Eng 52 (2005) 285-302
12. Fuhrman D.R., and Madsen P.A. Simulation of nonlinear wave run-up with a high-order Boussinesq model. Coast Eng 55 (2008) 139-154
13. Grilli S.T., Subramanya R., Svendsen I.A., and Veeramony J. Shoaling of solitary waves on plane beaches. ASCE J Waterway Port Coast Ocean Eng 120 (1994) 609-628
14. Guza R.T., and Thornton E.B. Swash oscillations on a natural beach. J Geophys Res 87 (1982) 483-491
15. Hirt C.W., and Nichols B.D. Volume of fluid (VOF) method for the dynamics of free boundaries. J Comput Phys 39 (1981) 201-225
16. Hu K., Mingham C.G., and Causon D.M. Numerical simulations of wave overtopping of coastal structures using the non-linear shallow water wave equations. Coast Eng 41 (2000) 346-365
17. Iribarren CR, Nogales C. Protection des ports. In: Section II, communication 4, XVIIth international naval congress, Lisbon; 1949. p. 31-80.
18. Karunarathna H., Chadwick A., and Lawrence J. Numerical experiments of swash oscillations on steep and gentle beaches. Coast Eng 52 (2005) 497-511
19. Kobayashi N., and Wurjanto A. Irregular wave setup and runup on beaches. J Waterway Port Coast Ocean Eng 118 (1992) 368-386
20. Kobayashi N., and Poff M.T. Numerical model RBREAK2 for random waves on impermeable coastal structures and beaches (1994), University of Delaware 165pp
21. Kothe D.B., Mjolsness R.C., and Torrey M.D. RIPPLE: A computer program for incompressible flows with free surfaces (1991), Los Alamos National Laboratory
22. Launder B.E., and Spalding D.B. The numerical computation of turbulent flows. Comput Methods Appl Mech Eng 3 (1974) 269-289
23. Lemos C.M. A simple numerical technique for turbulent flows with free surfaces. Int J Numer Methods Fluids 15 (1992) 127-146
24. Lin W., Sanford L.P., and Suttles S.E. Wave measurement and modeling in Chesapeake Bay. Cont Shelf Res 22 (2002) 2673-2686
25. Lin P. Numerical modeling of breaking waves. PhD dissertation, Cornell University, Ithaca, NY; 1998.
26. Lin P., and Liu P.L.-F. A numerical study of breaking waves in the surf zone. J Fluid Mech 359 (1998) 239-264
27. Lin P., and Liu P.L.-F. Discussion of ''Vertical variation of the flow across the surf zone''. Coast Eng 50 (2004) 161-164
28. Lin P., and Liu P.L.-F. Internal wave-maker for Navier-Stokes equations models. J Waterway Port Coast Ocean Eng 125 (1999) 207-215
29. Longuet-Higgins M.S., and Cokelet E.D. The deformation of steep surface waves on water: I, A numerical method of computation. Proc Royal Soc Lond A 350 (1976) 1-26
30. Longo S., Petti M., and Losada I. Turbulence in the swash and surf zones: a review. Coast Eng 45 (2002) 129-147
31. Nadaoka K., Hino M., and Koyano Y. Structure of the turbulent flow field under breaking waves in the surf zone. J Fluid Mech. 204 (1989) 359-387
32. Nielsen P. Coastal bottom boundary layers and sediment transport (1992), World Sci. Singapore 324pp
33. Peregrine D.H. Long waves on a beach. J Fluid Mech. 27 (1967) 815-827
34. Petit HAH, Tonjes P, Van Gent MRA, Ven den Bosch P. Numerical simulation and validation of plunging breakers using a 2D Navier-Stokes model. In: Proceedings of 24th conference on coastal engineering, ASCE, Reston, VA; 1994. p. 511-24.
35. Puleo J.A., Beach R.A., Holman R.A., and Allen J.S. Swash zone sediment suspension and transport and the importance of bore-generated turbulence. J Geophys Res 105 (2000) 17021-17044
36. Puleo J.A., Slinn D.N., Holland K.T., Smith E., and Webb B.M. Numerical modeling of swash zone hydrodynamics. Proceedings of the American society of civil engineers (2002), ASCE, Cardiff, Wales, UK
37. Raubenheimer B. Observations and predictions of fluid velocities in the surf and swash zones. J Geophys Res 107 (2002) 3190 10.1029/2001JC001264
38. Rodi W. Turbulence models and their application in hydraulics, a state of the art review (1980), IAHR Publication, Delft, The Netherlands
39. Ryrie S.C. Longshore motion generated on beaches by obliquely incident bores. J Fluid Mech 129 (1983) 193-212
40. Shiach J.B., Mingham C.G., Ingram D.M., and Bruce T. The applicability of the shallow water equations for modelling violent wave overtopping. Coast Eng 51 (2004) 1-15
41. Shen M.C., and Meyer R.E. Climb of a bore on a beach 3: run-up. J Fluid Mech 16 (1963) 113-125
42. Shin S., and Cox D. Laboratory observations of inner surf and swash zone hydrodynamics on a steep slope. Cont Shelf Res 26 (2006) 561-573
43. Ting F.C., and Kirby J.T. Observation of undertow and turbulence in a laboratory surf zone. Coast Eng 24 (1994) 51-80
44. Ting F.C., and Kirby J.T. Dynamics of surf zone turbulence in a strong plunging breaker. Coast Eng 24 (1995) 177-204
45. Ting F.C., and Kirby J.T. Dynamics of surf zone turbulence in a spilling breaker. Coast Eng 27 (1996) 131-160
46. Watanabe Y., Saeki H., and Hosking R.J. Three-dimensional vortex structures under breaking waves. J Fluid Mech 545 (2005) 291-328
47. Wilcox DC. Turbulence modeling for CFD. La Canada, Canada: DCW Industries Inc.; 2000. 539pp.
48. Zhao Q., Armfield S., and Tanimoto K. Numerical simulation of breaking waves by a multi-scale turbulence model. Coast Eng 51 (2004) 53-80