Numerical study on the interaction among a nonlinear wave, composite breakwater and sandy seabed

Coastal Engineering

Volumn 57, Issue 10, 2010, Pages 917-930

  Hur, Dong Soo ^a   Kim, Chang Hoon ^b   Yoon, Jong Sung ^c  

^a Gyeongsang National University   (South Korea)

^b Korea Maritime University   (South Korea)

^c Inje University   (South Korea)

Author keywords

Composite breakwater and sandy seabed; Interaction among a nonlinear wave; Maximum pore water pressure; Mean flow; Uplift pressure

Indexed keywords

COMPOSITE BREAKWATER; MEAN FLOW; NONLINEAR WAVES; PORE-WATER PRESSURES; SANDY SEABED;

BREAKWATERS; COMPUTER SIMULATION; CONVERGENCE OF NUMERICAL METHODS; FLOW OF WATER; HYDRAULICS; NUMERICAL ANALYSIS; PORE PRESSURE; PRESSURE DISTRIBUTION; SLOPE STABILITY; SURFACE WAVES; UPLIFT PRESSURE; WATER;

COASTAL ENGINEERING;

BREAKWATER; COMPOSITE; COMPUTER SIMULATION; CYCLIC LOADING; NONLINEAR WAVE; NUMERICAL MODEL; POREWATER; PRESSURE GRADIENT; SEAFLOOR; SHEAR FLOW; STABILITY ANALYSIS;

EID: 77955049871     PISSN: 03783839     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coastaleng.2010.05.010     Document Type: Article

References (32)

1. Boudreau B.P., Jørgensen B.B. The benthic boundary layer: transport processes and biogeochemistry 2001, University Press, Oxford.
2. Brinkman H.C. A calculation of the viscous force exerted by a flowing fluid on a dense swarm of particles. Appl. Sci. Res. 1947, A1:27-34.
3. Burcharth H.F., Andersen O.H. On the one-dimensional steady and unsteady porous flow equations. Coastal Eng. 1995, 24:223-257.
4. Dagan G. Flow and Transport in Porous Formations 1989, Springer-Verlag, Berlin.
5. De Groot M.B., Kudella M., Meijers P., Oumeraci H. Liquefaction phenomena underneath marine gravity structures subjected to wave loads. J. Waterw. Harbor Coastal Eng., ASCE 2006, 132(4):325-335.
6. Elliott A.H., Brooks N.H. Transfer of nonsorbing solutes to a streambed with bed forms: theory. Water Resour. Res. 1997, 33(1):123-136.
7. Forchheimer P. Wasserbewegung durch Boden. Zeit. Ver. Deut. Ing. 1901, 45:1781-1788.
8. Garcia N., Lara J.L., Losada I.J. 2-D numerical analysis of near-field flow at low-crested permeable breakwaters. Coastal Eng. 2004, 51:991-1020.
9. Gu Z., Wang H. Gravity waves over porous bottoms. Coastal Eng. 1991, 15:497-524.
10. Haber S., Mauri R. Boundary conditions for Darcy's flow through porous medium. Int. J. Multiphase Flow 1983, 9(5):561-574.
11. Hsu C.T., Cheng P. Thermal dispersion in a porous medium. Int. J. Heat Mass Transfer 1990, 33(8):1587-1597.
12. Hsu T.J., Sakakiyama T., Liu P.L.-F. A numerical model for wave motions and turbulence flows in front of a composite breakwater. Coastal Eng. 2002, 46:25-50.
13. Huettel M., Gust G. Solute release mechanisms from confined sediment cores in stirred benthic chambers and flume flows. Mar. Ecol. Prog. Ser. 1992, 82:187-197.
14. Hunt J.M. On the damping of gravity waves propagated over a permeable surface. J. Geophys. Res. 1959, 64(4):437-442.
15. Hur D.S., Mizutani N. Numerical estimation of the wave forces acting on a three-dimensional body on submerged breakwater. Coastal Eng. 2003, 47:329-345.
16. Jeng D.S. Wave-induced sea floor dynamics. Appl. Mech. Rev. 2003, 56:407-429.
17. Jeng D.S., Schacht C., Lemckert C. Experimental study on ocean waves propagating over a submerged breakwater in front of a vertical seawall. Ocean Eng. 2005, 32:2231-2240.
18. Kudella M., Oumeraci H., De Groot M.B., Meijers P. Large-scale experiments on pore pressure generation underneath a caisson breakwater. J. Waterw. Harbor Coastal Eng., ASCE 2006, 132(4):310-324.
19. Liu P.L.-F., Lin P., Chang K.A., Sakakiyama T. Numerical modeling of wave interaction with porous structures. J. Waterw. Harbor Coastal Eng., ASCE 1999, 125(6):322-330.
20. Maeno S., Bierawski L.G., Fujita S. A study on dynamic behavior of the seabed around a seawall under wave motion using the VOF-FEM model. Proc. 12th Int. Society Offshore and Polar Engineers 2002, 597-603.
21. Mizutani N., Mostafa A.M., Iwata K. Nonlinear regular wave, submerged breakwater and seabed dynamic interaction. Coastal Eng. 1998, 33:177-202.
22. Mostafa A.M., Mizutani N., Iwata K. Nonlinear wave, composite breakwater and seabed dynamic interaction. J. Waterw. Harbor Coastal Eng., ASCE 1999, 125:88-97.
23. Muttray M., Oumeraci H. Theoretical and experimental study on wave damping inside a rubble mound breakwater. Coastal Eng. 2005, 53:709-725.
24. Omeraci H. Review and analysis of vertical breakwater failures-lessons learned. Coastal Eng. 1994, 22:3-29.
25. Philip J.R. Flow in porous media. Annu. Rev. Fluid Mech. 1970, 2:177-203.
26. Putnam J.A. Loss of wave energy due to percolation in a permeable seabed bottom. Trans. Am. Geophys. Union 1949, 30(3):349-356.
27. Sakakiyama T., Kajima R. Numerical simulation of nonlinear wave interacting with permeable breakwaters. Proc. 22nd Int. Conf. on Coastal Engrg., ASCE 1992, 1517-1530.
28. Sumer B.M. Special issue on liquefaction around marine structures. J. Waterw. Harbor Coastal Eng., ASCE 2006, 132(4):225-226.
29. Sumer B.M., Fredsøe J. Experimental study of 2D scour and its protection at a rubble-mound breakwater. Coastal Eng. 2000, 40:59-87.
30. Sumer B.M., Whitehouse Richard J.S., Tørum Alf Scour around coastal structures: a summary of recent research. Coastal Eng. 2001, 44:153-190.
31. Van Gent, M.R.A., 1995. Wave interaction with permeable coastal structures, PhD thesis, Delft University of Technology, Delft, The Netherlands.
32. Yamamoto T., Konong H.L., Sellmejjer H., Hijum H.L. On the response of a pore-elastic bed to water waves. J. Fluid Mech. 1978, 87:193-206.