Wave loads on rubble mound breakwater crown walls

Coastal Engineering

Volumn 37, Issue 2, 1999, Pages 149-174

  Martin, Francisco L ^a   Losada, Miguel A ^b   Medina, Raul ^a  

^a UNIVERSITY OF CANTABRIA   (Spain)

^b UNIVERSITY OF GRANADA   (Spain)

Author keywords

Crown walls; Mound breakwaters; Wave loads

Indexed keywords

COASTAL ENGINEERING; FLUID STRUCTURE INTERACTION; QUAY WALLS; STRUCTURAL ANALYSIS; WATER WAVE EFFECTS;

CROWN WALLS; RUBBLE MOUND BREAKWATERS; WAVE LOADS;

BREAKWATERS;

RUBBLE BREAKWATER; SEA WALL; WAVE LOAD;

BREAKWATER; LOADING; SEA WALL; WAVE ACTION;

EID: 0033167141     PISSN: 03783839     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0378-3839(99)00019-8     Document Type: Article

References (39)

1. Bagnold R.A. Interim report on wave pressure research. J. Inst. Civil Eng. 12:1939;201-226. 1938-1939.
2. Bradbury, A.P., Allsop, N.W.H., Stephens, R.V., 1988. Hydraulic performance of breakwater crown walls. Report SR146. H.R. Wallingford.
3. 0 , risk criteria in design Coastal Engineering. 1:1978;287-322.
4. Bruun P., Johannesson P. Parameters affecting stability of rubble mounds. Closure ASCE Journal of Waterway, Port, Coastal and Ocean Division. 103(WW4):1977;553-566.
5. Burcharth, H.F., Frigaard, P., Berenguer, J.M., Gonzalez, B., Uzcanga, J., Villanueva, J., 1995. Design of the Ciervana breakwater, Bilbao. In: Telford, T. (Ed.), Proc. 4th Coastal Structures and Breakwaters, Chap. 3. Institution of Civil Engineers.
6. Chan E.S., Melville W.K. Deep-water plunging wave pressures on a vertical plane wall. Proc. R. Soc. London, Ser. A. 417:1988;95-131.
7. Cooker, M.J., Peregrine, D.H., 1990. A model for breaking wave impact pressures. Proc. 22nd Int. Conference on Coastal Engineering. ASCE, Delft, Holland, pp. 1473-1486.
8. Cross R.H. Tsunami surge forces. Journal of Waterway and Harbour Division, ASCE. 93(4):1967;201-231.
9. Cumberbatch E. The impact of a water wedge on a wall. J. Fluid Mech. 7(3):1960;353-373.
10. Dally W.R., Dean R.G., Dalrymple R.A. Wave height variation across beaches of arbitrary profile. J. Geophys. Res. 90:1985;11917-11927.
11. Fenton J.D. Wave forces on vertical walls. Journal of Waterway, Port, Coastal and Ocean Division, ASCE. 111(4):1985;693-717.
12. Goda, Y., 1985. Random Seas and Design of Maritime Structures. University of Tokyo Press.
13. Grilli, S.T., Losada, M.A., Martin, F.L., 1992. Wave impact forces on mixed breakwaters. Proc. 23rd Int. Conference on Coastal Engineering. ASCE, Venice, Italy, pp. 1161-1174.
14. Günbak, A.R., Gökce, T., 1984. Wave screen stability of rubble mound breakwaters. International Symposium of Maritime Structures in the Mediterranean Sea. Athens, Greece, pp. 2.99-2.112.
15. Hamilton, D.G., Hall, K.R., 1992. Preliminary analysis of the stability of rubble mound breakwater crown walls. Proc. 23rd Int. Conference on Coastal Engineering. ASCE, Venice, Italy, pp. 1217-1230.
16. Iribarren, R., Nogales, C., 1964. Obras Marítimas. Dossat (Ed.), Madrid, 376 pp.
17. Jensen, O.J., 1984. A Monograph on Rubble Mound Breakwaters. Danish Hydraulic Institute.
18. Komar, P.D., Gaughan, M.K., 1972. Airy wave theory and breaker height prediction. Proc. 13th Int. Conference on Coastal Engineering. ASCE, Vancouver, Canada, pp. 405-418.
19. Losada, M.A., 1992. Recent developments in the design of mound breakwaters. In: J.B. Herbich (Ed.), Handbook of Coastal and Ocean Engineering, Chap. 21, pp. 939-1050.
20. Losada, M.A., Desire, J.M., 1984. Functional comparison of breakwater armour units. International Symposium of Maritime Structures in the Mediterranean Sea. Athens, Greece, pp. 2.33-2.44.
21. Losada M.A., Gimenez-Curto L.A. Flow characteristics on rough, permeable slopes under wave action. Coastal Engineering. 4:1981;187-206. Elsevier.
22. Losada I.J., Darlrymple R.A., Losada M.A. Water waves on crown breakwaters. Journal of Waterway, Port, Coastal and Ocean Engineering, ASCE. 199/4:1993;367-380.
23. Losada, M.A., Martin, F.L., Medina, R., 1995. Wave kinematics and dynamics in front of reflective structures. Wave Forces on Inclined and Vertical Wall Structures. Task Committee on Forces on Inclined and Vertical Wall Structures, ASCE, pp. 282-310.
24. Martin, F.L., 1995. Estudio hidrodinámico de la interacción de ondas de gravedad con estructuras reflejantes. PhD Dissertation. Univ. de Cantabria, Spain (in Spanish).
25. Martin, F.L., Medina, R., Teixeira, L., 1998. Estudio experimental del rebase sobre el dique del Puerto de Llançá. Internal Report. Universidad de Cantabria, 66 pages (in Spanish).
26. Nagai, S., 1973. Wave Forces on Structures. Advances in Hydroscience, Vol. 9. Academic Press, New York, pp. 253-324.
27. Nelson R. Height limits in top down and bottom up wave environments. Coastal Engineering. 32(2-3):1997;247-254. Elsevier.
28. Oumeraci, H., Kortenhaus, A., 1997. Wave impact loading - tentative formulae and suggestions for the development of final formulae. Paper 1.0.2. Proceedings of 2nd PROVERBS Task 1 Workshop, Edinburgh. H.R. Wallingford.
29. Oumeraci, H., Partenscki, H.W., Tautenhain, E., 1991. Large scale model investigations: a contribution to the revival of vertical breakwaters. Conf. on Coastal Structures and Breakwaters 91. Inst. of Civil Engineers, London, UK, pp. 207-220.
30. Oumeraci H., Klammer P., Partenscky H.W. Classification of breaking wave impact loads on vertical structures. Journal of Waterway, Port, Coastal and Ocean Engineering. 119/4:1993;381-397.
31. Pedersen, J., Burcharth, H.F., 1992. Wave force on crown walls. Proc. 23rd Int. Conference on Coastal Engineering. ASCE, Venice, Italy, pp. 1489-1502.
32. Peregrine, D.H., 1994. Pressure on breakwaters: a forward look. Proc. of Int. Workshop on Wave Barriers in Deepwaters. Yokoshuka, Japan, pp. 553-571.
33. Ramsden J.D., Raichlen F. Forces on vertical wall caused by incident bores. Journal of Waterway, Port, Coastal and Ocean Division, ASCE. 116/5:1990;592-613.
34. Saville, T., 1962. An approximation of the wave run-up frequency distribution. Proc. 8th International Conference on Coastal Engineering. ICCE, Mexico City.
35. Takahashi S., Tanimoto K., Shimosako S. Experimental study of impulsive pressures on composite breakwaters. Rep. Port Harbour Research Institute. 31(5):1992;35-74.
36. Tanimoto K., Takahashi S. Design and construction of caisson breakwaters: the Japanese experience. Coastal Engineering. 22:1994;57-78. Elsevier.
37. Topliss, M.E., 1994. Water wave impact on structures. PhD Dissertation. School of Mathematics, Univ. of Bristol, UK.
38. Wiegel, R.L., 1970. Tsunamis. In: Wiegel, R.L. (Ed.), Earthquake Engineering. Prentice-Hall, Englewood Cliffs, NJ, pp. 253-306.
39. Yamamoto, Y., Horikawa, K., 1992. New methods to evaluate wave run-up height and wave overtopping rate. Proc. 23rd Int. Conference on Coastal Engineering. ASCE, Venice, Italy, pp. 1734-1747.