Conceptual approach for prediction of wave transmission at low-crested breakwaters

Journal of Waterway, Port, Coastal and Ocean Engineering

Volumn 133, Issue 3, 2007, Pages 213-224

  Buccino, Mariano ^a   Calabrese, Mario ^a  

^a UNIVERSITY OF NAPLES FEDERICO II   (Italy)

Author keywords

Breaking waves; Predictions; Rubble mound breakwaters; Water height; Wave overtopping; Wave runup

Indexed keywords

BEACHES; FORECASTING; MATHEMATICAL MODELS; STABILIZATION;

BREAKING WAVES; RUBBLE-MOUND BREAKWATERS; WATER HEIGHT; WAVE OVERTOPPING;

BREAKWATERS;

BEACHES; BREAKWATERS; FORECASTING; MATHEMATICAL MODELS; STABILIZATION;

BEACH; BREAKING WAVE; BREAKWATER; OVERTOPPING; PREDICTION; TRANSMISSIVITY; WAVE RUNUP;

EID: 34247193601     PISSN: 0733950X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-950X(2007)133:3(213)     Document Type: Article

References (44)

1. Adams, C. B., and Sonu, C. J. (1987). "Wave transmission across submerged near-surface breakwaters." Coastal engineering (1986), B. L. Edge, ed., ASCE, New York, 1729-1738.
2. Battjes, J. A. (1974). "Computation of set-up, longshore currents, run-up and overtopping due to wind generated waves." Rep. 74-2, Comm. on Hydraulics, Delft Univ., Delft, The Netherlands.
3. Battjes, J. A., and Stive, M. J. F. (1985). "Calibration and verification of a dissipation model for random breaking waves." J. Geophys. Res.JGREA20148-0227, 90(C5), 9159-9167.
4. Cai, M., Basco, D. R., and Baumer, J. (1993). "Bar/trough effects on wave height probability distributions and energy losses in surf-zones." Coastal engineering (1992), B. L. Edge, ed., ASCE, New York, 103-115.
5. Calabrese, M., Vicinanza, D., and Buccino, M. (2005). "Verification and re-calibration of an engineering method for predicting 2d wave setup behind submerged breakwaters." Proc., Int. Coastal Symp., 〈http//www.itv.is/ics2005〉 (June 5, 2005).
6. Calabrese, M., Vicinanza, D., and Buccino, M. (2002). "Large-scale experiments on the behaviour of low crested and submerged breakwaters in presence of broken waves." Proc., Int. Conf. on Coastal Engineering, ASCE, Reston, Va., 1900-1912.
7. Cox, J. C., and Machemehl, J. (1986). "Overload bore propagation due to an overtopping wave." J. Waterway, Port, Coastal, Ocean Eng.JWPED50733-950X, 112(1), 161-163.
8. Cross, R. H., and Sollitt, C. K. (1972). "Wave transmission by overtopping." J. Wtrwy., Harb. and Coast. Engrg. Div.AWHCAR0044-8028, 98(3), 295-309.
9. Daemen, I. F. R. (1991). "Wave transmission at low-crested structures." Delft Hydraulics Rep. H462, MSc thesis, Delft Univ. of Technology, Delft, The Netherlands.
10. d'Angremond, K., van der Meer, J. W., and de Jong, R. J. (1997). "Wave transmission at low-crested structures." Coastal engineering (1996), B. L. Edge, ed., ASCE, New York, 2418-2426.
11. de Jong, R. J. (1996). "Stability of tetrapods, crest and rear of a low crested breakwater." MS thesis, Delft Univ. of Technology, Delft, The Netherlands.
12. De Rouck, J., Geeraerts, J., Troch, P., Kortenhaus, A., Pullen, T., and Franco, L. (2005). "New results on scale effects for wave overtopping at coastal structures." Coastal Eng.COENDE0378-383910.1016/j.coastaleng.2005.07.001, 52(12), 1155-1174.
13. Diskin, M. H., Vajda, M. L., and Amir, I. (1970). "Piling-up behind low and submerged permeable breakwaters." J. Wtrwy., Harb. and Coast. Engrg. Div.AWHCAR0044-8028, 96(2), 359-372.
14. Engelund, F. (1953). "On the laminar and turbulent flows of ground water through homogeneous sand." Transactions of the Danish Academy of Technical Science, 3(4), 873-884.
15. Garcia, N., Lara, J. L., and Losada, J. L. (2004). "2D numerical analysis of near-field flow at low crested permeable breakwaters." Coastal Eng.COENDE0378-383910.1016/j.coastaleng.2004.07.017, 51(10), 991-1020.
16. Gironella, X., Sanchez-Arcilla, A., Briganti, R., Sierra, J. P., and Moreno, L. (2002). "Submerged breakwaters, toward a functional design." Proc., Int. Conf. on Coastal Engineering, ASCE, Reston, Va., 1768-1776.
17. Goda, Y. (1975). "Irregular wave deformation in the surf zone." Coast. Eng. JapanCENJA80578-5634, 18, 13-26.
18. Gourlay, M. R. (1996). "Wave set-up on coral reefs. 1: Set-up and wave-generated flow on an idealized two dimensional horizontal reef." Coastal Eng.COENDE0378-383910.1016/0378-3839(96)00008-7, 27(3-4), 161-193.
19. Hamm, L., and Peronnard, C. (1997). "Wave parameters in the nearshore: A clarification." Coastal Eng.COENDE0378-383910.1016/ S0378-3839(97)81746-2, 32(2-3), 119-135.
20. Hanson, H., and Kraus, N. C. (1990). "Shoreline response to a single transmissive detached breakwater." Coastal engineering (1990), B. L. Edge, ed., ASCE, New York, 2034-2046.
21. Hattori, M., and Sakai, H. (1994). "Wave breaking over permeable submerged breakwaters." Proc., Int. Conf. on Coastal Engineering., ASCE, Kobe, Japan, 1101-1114.
22. Hebsgaard, M., Sloth, P., and Juhl, J. (1998). "Wave overtopping of rubble mound breakwaters." Proc., Int. Conf. on Coastal Engineering, ASCE, Reston, Va., 2235-2248.
23. Hudson, R. Y., (1979). "Coastal hydraulic models." Special Rep. No. 5, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss.
24. Kamphuis, J. W. (1991). "Incipient wave breaking." Coastal Eng.COENDE0378-383910.1016/0378-3839(91)90002-X, 15, 185-203.
25. Kawasaki, K., and Iwata, K. (2001). "Wave breaking induced dynamic pressure due to submerged breakwater." Proc., 11th Int. Offshore and Polar Engineering Conf., Isope, Cupertino, Calif, 488-494.
26. Le Mehautè, B. (1963). "On non-saturated breakers and wave run-up." Proc., 8th Conf. on Coastal Engineering, ASCE, New York, 77-92.
27. Loveless, J. H., Debski, D., and Leonard, P. (1997). "The design and performance of submerged breakwaters." Rep. UK MAFF, Contract CSA 2606, Univ. of Bristol, U.K.
28. Madsen, O. S. (1974). "Wave transmission through porous structures." J. Wtrwy., Harb. and Coast. Engrg. Div.AWHCAR0044-8028, 100(3), 169-188.
29. Nakamura, M., Shiraishi, H., and Sasaki, Y. (1966). "Wave damping effect of submerged dikes." Proc., Int. Conf. on Coastal Engineering, ASCE, New York, 2000-2013.
30. Owen, M. W. (1980). "Design of seawalls allowing for wave overtopping." Rep. EX 924b, Hydraulics Research Station, Wallingford, England.
31. Pearson, J., van der Meer, J. W., Bruce, T., and Franco, L. (2005). "Overtopping performance of different units for rubble mound breakwaters." Proc., Int. Coastal Symp. 05, 〈http//www.itv.is/ ics2005〉 (June 5, 2005).
32. Pilarczyk, K. W. (2003). "Design of low-crested (submerged) structures - An overview." 6th Int. Conf. on Coastal and Port Engineering in Developing Countries, Pianc-Copedec, Colombo, Sri-Lanka, 1-16.
33. Sawaragi, T. (1995). Coastal engineering waves, beaches, wave-structure interactions, Elsevier, New York.
34. Seabrook, S. R., and Hall, K. R. (1999). "Wave transmission at submerged rubble mound breakwaters." Coastal engineering (1998), B. L. Edge, ed., ASCE, Reston, Va., 2000-2013.
35. Svendsen, I. A., and Petrevu, U. (1993). "Surf zone parameters." Coastal Eng.COENDE0378-383910.1016/ 0378-3839(93)90033-5, 19, 283-310.
36. Tanaka, N. (1976). "Effects of submerged rubble-mound breakwater on wave attenuation and shoreline stabilization." Proc., Japanese Coastal Engineering Conf., JSCE, Tokyo, 152-157 (in Japanese).
37. Thompson, E. F., and Vincent, C. L. (1985). "Significant wave height for shallow water design." J. Waterway, Port, Coastal, Ocean Eng.JWPED50733-950X, 111(5), 828-842.
38. Thornton, E. B. (1970). "Cross shore distribution of longshore current." Proc., 12th Conf. on Coastal Engineering, ASCE, New York, 291-308.
39. Thornton, E. B., and Guza, R. T. (1983). "Transformation of wave height distribution." J. Geophys. Res.JGREA20148-0227, 88(C10), 5925-5938.
40. van der Meer, J. W. (1988). "Rock slopes and gravel beaches under wave attack." Ph.D. thesis, Delft Univ. of Technology, Delft Hydraulics Rep. 396, Delft, The Netherlands.
41. van der Meer, J. W. (1992). "Conceptual design of rubble mound breakwaters." Proc., 23rd Int. Conf. of Engineering, ASCE, Reston, Va., 447-509.
42. van der Meer, J. W., Briganti, R., Zanuttigh, B., and Wang, B. (2005). "Wave transmission and reflection at low-crested structures: Design formulae, oblique wave attack and spectral change." Coastal Eng.COENDE0378-383910.1016/j.coastaleng.2005.09.005, 52(10-11), 915-929.
43. Vincent, C. L. (1985). "Depth-controlled wave height." J. Waterway, Port, Coastal, Ocean Eng.JWPED50733-950X, 111(3), 459-475.
44. Wamsley, T. V., and Ahrens, J. P. (2003). "Computation of wave transmission coefficients at detached breakwaters for shoreline response modeling." Coastal structures 2003, J. A. Melby, ed., ASCE, Reston, Va., 593-605.