Prediction of wave pressures on smooth impermeable seawalls

Ocean Engineering

Volumn 26, Issue 8, 1999, Pages 739-765

  Neelamani, S ^a   Schuttrumpf H ^a   Muttray, M ^a   Oumeraci, H ^a  

^a Dept Hydromechanics Coast Eng L ^*  (Germany)

Author keywords

Phase shift; Reflection; Seawalls and dikes; Wave pressures

Indexed keywords

FLUID STRUCTURE INTERACTION; PRESSURE EFFECTS; REGRESSION ANALYSIS; RETAINING WALLS;

SMOOTH IMPERMEABLE SEAWALLS; WAVE INDUCED PRESSURES;

WATER WAVE EFFECTS;

COASTAL STRUCTURE; PRESSURE DISTRIBUTION; SEA WALL; WAVE BREAKING;

COASTAL STRUCTURE; PRESSURE; SEA WALL; WAVE BREAKING;

EID: 0345161748     PISSN: 00298018     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0029-8018(98)00026-2     Document Type: Article

References (28)

1. Ahrens, J.P., Seelig, W.N., Ward, D.L., Allsop, W., 1993. Wave run-up on and wave reflection from coastal structures. ASCE, Proceedings, Waves '93, 489-502.
2. Ahrens, J.P., Titus, M.F., 1981. Laboratory data report: irregular wave run-up on plane smooth slopes. Unpublished CERC laboratory report.
3. Allsop, N.W.H., Channell, A.R., 1989. Wave reflections in harbours. Report OD 102, Hydraulics Research, Wallingford.
4. Führböter A. Model and prototype tests for wave impact and run-up on a uniform 1:4 slope. Coastal Engineering. 10:1986;49-84.
5. Führböter, A., 1993. Wave loads on sea dikes and sea-walls. In: Abbott, M.B., Price, W.A. (Eds.), Coastal, estuarial and harbour engineer's reference book. pp. 351-367.
6. Goda, Y., 1974. New wave pressure formula for composite breakwater. Proc. 14th Int. Conf. Coastal Engineering, Copenhagen, Denmark, pp. 1702-1720.
7. Goda, Y., 1985. Random seas and the design of maritime structures. University of Tokyo Press.
8. Grüne, J., Bergmann, H., 1994. Wave loads on seadykes with composite slopes and berms. Proc. 24th Int. Conf. Coastal Engineering, Kobe, Japan, pp. 1075-1089.
9. Hunt, I.A., 1959. Design of seawalls and breakwaters. J. Waterways and Harbours Div., ASCE 85(WW3).
10. Kamphuis J.W. Friction Factor under oscillatory waves. ASCE, J. Waterway, Port, Coastal and Ocean Engineering. 101(2):1975;135-144.
11. Madsen, O.S., White, S.M., 1976. Reflection and transmission characteristics of porous rubble-mound breakwater. U.S. Army COE, CERC, MR 76-5.
12. Miche, R., 1944. Mouvements ondulatoires de la mer en profondeur constante ou decroissante. Annales des Ponts et Chaussees, Paris, Vol. 114.
13. Minikin, R.R., 1963. Winds, waves and maritime structures: studies in harbour making and in the protection of coasts, 2nd rev. ed. Griffin, London.
14. Ochi, M.K., Hubble, E.N., 1976. Six-parameter wave spectra. Proceedings, 15th Coast. Engr. Conf. pp. 301-328.
15. Oumeraci, H., Klammer, P., Kortenhaus, A., 1994. Impact loading and Dynamic response of vertical breakwaters - review of experimental results. In: PHRI (Ed.), Proceedings Int. Workshop Wave Barriers in Deep Waters, Yokosuka, Japan, pp. 347-361.
16. Postma, G.M., 1989. Wave reflection from rock slopes under random wave attack. M.S. Thesis, Delft University of Technology, Department C.E., Delft, The Netherlands.
17. Rundgren, L., 1958. Water wave forces. Bulletin No. 54, Royal Institute of Technology, Division of Hydraulics, Stockholm, Sweden.
18. Sainflou, M., 1928. Treatise on vertical breakwaters. Annales des Ponts et Chaussees, Paris.
19. Schüttrumpf, H., Bergmann, H., Dette, H.H., 1994. The concept of residence time for the description of wave runup, wave setup and wave rundown. Proc. 24th Int. Conf. Coastal Engineering, Kobe, Japan, pp. 553-564.
20. Seelig, W.N., 1983. Wave reflection from coastal structures. Proceedings, Coastal Structures '83, ASCE, pp. 961-973.
21. Seelig, W.N., Ahrens, J.P., 1995. Wave reflection and energy dissipation by coastal structures. In: Wave forces on inclined and vertical wall structures. Task Committee on Forces on Inclined and Vertical Wall Structures, ASCE, pp. 28-51.
22. Shuto, N., 1972. Standing waves in front of a sloping dike. Proc. 13th Coastal Engineering Conference, Vancouver, B.C., Canada, pp. 1629-1647.
23. Sollitt C.K., DeBok D.H. Large scale model tests of placed stone breakwaters. Proceedings, 15th Coastal Engr Conf. 8:1976;2572-2588.
24. Sutherland, J., Donoghue, T.O., 1998. Wave phase shift at coastal structures. J. Waterways, Port, Coastal and Ocean Engineering, ASCE 124 (2).
25. Takahashi S., Tanimoto K., Simosako K. Experimental study of impulsive pressures on composite breakwaters - fundamental feature of impulsive pressure and impulsive pressure coefficient. Rept. Port and Harbour Res. Inst. 31(5):1993;33-72.
26. Van der Meer, J.W., Breteler, M.K., 1990. Measurements and computation of wave induced velocities on a smooth slope. Proc. 22nd Conf. on Coastal Eng., Delft, pp. 191-204.
27. Van der Meer, J.W., Janssen, J.P.F.M., 1995. Wave run-up and wave overtopping at dikes. Wave forces on inclined and vertical wall structures. Task Committee on Forces on Inclined and Vertical Wall Structures, ASCE, pp. 1-27.
28. Ward, D.L., Ahrens, J.P., 1992. Laboratory Study of a Dynamic Berm Revetment. U.S. Army COE, T.R. CERC-92-1.