Wave overtopping and piling-up at permeable low crested structures

Coastal Engineering

Volumn 55, Issue 6, 2008, Pages 484-498

  Zanuttigh, Barbara ^a   Martinelli, Luca ^a   Lamberti, Alberto ^a  

^a UNIVERSITY OF BOLOGNA   (Italy)

Author keywords

Filtration; Low crested structure; Overtopping; Piling up; Rip current

Indexed keywords

MATHEMATICAL MODELS; MECHANICAL PERMEABILITY; OCEAN CURRENTS; OCEAN STRUCTURES;

RIP CURRENT; WAVE OVERTOPPING;

WATER WAVES;

MATHEMATICAL MODELS; MECHANICAL PERMEABILITY; OCEAN CURRENTS; OCEAN STRUCTURES; WATER WAVES;

EXPERIMENTAL STUDY; FILTRATION; OVERTOPPING; PERMEABILITY; RIP CURRENT; SUBMERGED BODY; THREE-DIMENSIONAL MODELING; WAVE MODELING;

EID: 42749087713     PISSN: 03783839     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coastaleng.2008.01.004     Document Type: Article

References (40)

1. Baldock T.E., Holmes P., Bunker S., and Van Weert P. Cross-shore hydrodynamics within an unsaturated surf zone. Coastal Engineering 34 (1998) 173-196
2. Battjes J.A., and Janssen J.P.F.M. Energy loss and set-up due to breaking of random waves. Proc. 16th Coastal Eng., New York vol. 16 (1978), ASCE 569-587
3. Bayazit M. Free surface flow in a channel of large relative roughness. Journal of Hydraulic Research 14 2 (1976) 115-126
4. Bellotti G. A simplified model of rip currents systems around discontinuous submerged barriers. Coastal Engineering 51 4 (2004) 323-335
5. Burcharth H.F., and Christensen C. On stationary and non-stationary porous flow in coarse granular materials. MAST G6-S, Project I, Aalborg University, Department of Civil Engineering, Report (1991)
6. Burcharth H.F., and Andersen O.H. On the one-dimensional steady and unsteady porous flow equations. Coastal Engineering 24 (1995) 233-257
7. Burcharth H.F., Hawkins S.J., Zanuttigh B., and Lamberti A. Environmental design guidelines for low crested coastal structures (2007), Elsevier 448 pp
8. Cáceres I., Sánchez-Arcilla A., Zanuttigh B., Lamberti A., and Franco L. Wave overtopping and inducing currents at emergent low crested structures. Coastal Engineering vol. 52 (10-11) (2005), Elsevier 931-947
9. Cáceres I., Stive M.J.F., Sánchez-Arcilla A., and Trung L.H. Quantification of changes in current intensities induced by wave overtopping around low-crested structures. Coastal Engineering, 55 2 (2008) 113-124
10. Calabrese M., Vicinanza D., and Buccino M. 2D wave set up behind low crested and submerged breakwaters. Proc. 13th International Conference ISOPE, Honolulu, Hawaii, USA (2003) 831-836
11. Calabrese M., Vicinanza D., and Buccino M. Verification and recalibration of an engineering method for predicting 2D wave setup behind submerged breakwaters. Proc. International Coastal Symposium '05, Hofn, Iceland (2005)
12. Cappietti L., Martinelli L., and Zanuttigh B. Experimental analysis of filtration and set-up in presence of low-crested structures. Proc. XXIX Convegno Nazionale di Idraulica e Costruzioni Idrauliche vol. 3 (2004) 713-720
13. Cappietti L., Clementi E., Aminti P., and Lamberti A. Piling-up and filtration at low crested breakwaters of different permeability. Proc. 30th Int. Conf. on Coastal Engineering, S. Diego, USA vol. 5 (2006) 4957-4969
14. Clementi E., Cappietti L., and Martinelli L. Wave flume experiments and results on piling-up and overtopping for low crested structures. Proc. 1st Int. Conf. on the Application of Physical Modelling to Port and Coastal Protection (Coastlab), in print (2006)
15. Diskin M.H., Vajda M.L., and Amir I. Piling-up behind low and submerged permeable breakwaters. Journal of Waterways and Harbours Division (1970), ASCE 359-371
16. Drønen N., Karunarathna H., Fredsøe J., Sumer B.M., and Deigaard R. An experimental study of rip channel flow. Coastal Engineering 45 3-4 (2002) 223-238
17. Engelund F. A simple theory of weak hydraulic jumps. Progress report n. 54, ISVA Tech. Univ. Denmark (1981) 29-32
18. Garcia N., Lara J.L., and Losada I.J. 2-D numerical analysis of near-field flow at low-crested breakwaters. Coastal Engineering 51 10 (2004) 991-1020
19. Haller M., Dalrymple R.A., and Svendsen I.A. Experimental study of nearshore dynamics on a barred beach with rip channels. Journal of Geophysical Research 107 C6 (2002) 1-21
20. Johnson H.K., Karambas Th., Avgeris J., Zanuttigh B., Gonzalez D., and Caceres I. Modelling of wave and currents around submerged breakwaters. Coastal Engineering 52 10-11 (2005) 949-969 (Elsevier)
21. Kofoed J.P., and Burcharth H.F. Estimation of overtopping rates on slopes in wave power device and other low crested structures. Proc. 28th Int. Conf. on Coastal Engineering, Cardiff, UK (2002) 2191-2202
22. Kramer M., Zanuttigh B., Van der Meer J.W., Vidal C., and Gironella X. 2D and 3D experiments on low-crested structures, Coastal Engineering, 52 10-11 (2005) 867-885 (Elsevier)
23. Lara J.L., Garcia N., and Losada I.J. RANS modelling applied to random wave interaction with submerged permeable structures. Coastal Engineering 53 5-6 (2006) 395-417
24. Losada I.J. Recent advances in the modeling of wave and permeable structure interaction. In: Liu P.L.-F. (Ed). Advances in coastal and ocean engineering vol. 7 (2001), World Scientific 163-202
25. Losada I.J., Lara J.L., Christensen E.D., and Garcia N. Modelling of velocity and turbulence fields around and within low-crested rubble-mound breakwaters. Coastal Engineering 52 10-11 (2005) 887-913
26. Loveless J., and Debski D. The design and performance of submerged breakwaters. Report, Ministry of Agricolture, Fisheries and Food, contract CSA 2606 (1997)
27. Loveless J.H., Debski D., and MacLeod A.B. Sea level set-up behind detached breakwaters. Proc. 26th Int. Conf. Coastal Eng. (1998), ASCE 1665-1678
28. Martinelli L., Zanuttigh B., and Lamberti A. Hydrodynamic and morphodynamic response of isolated and multiple low crested structures: experiments and simulations. Coastal Engineering 53 4 (2006) 363-379
29. Mei C.C. The Applied Dynamics of Ocean Surface Waves (1983), John Wiley
30. Nielsen P. Coastal bottom boundary layers and sediment transport. Adv. Series on Ocean Engineering. World Scientific 4 (1992) 324
31. Ruol P., Faedo A., and Paris A. Physical model study of water piling-up behind low crested structures. Proc. 29th Int. Conf. on Coastal Engineering, Lisbon, Portugal 4165 (2004) 4177
32. Ruol P., Martinelli L., Zanuttigh B., Cappietti L., Vicinanza D., and Faedo P. Sui fenomeni di tracimazione, filtrazione e piling-up per opere di difesa longitudinale a cresta bassa. Studi Costieri 9 (2006) 75-95
33. Van der Biezen S.C., Roelvink J.A., van de Graaff J., Schaap J., and Torrini L. 2DH morphological modelling of submerged breakwaters. Proc. of the 26th Int. Conf. on Coastal Eng., ASCE, (1998) 2028-2041
34. Van der Meer J.W. Conceptual design of rubble mound breakwaters. Proc. of the Short Course on the Design and Reliability of Coastal Structures, attached to XXIII Int. Conf. Coastal Eng., Venice. Tecnoprint (1992) 447-510
35. Van der Meer J.W., and Janssen J.P.F.M. Wave run-up and wave overtopping at dikes. In: Kobayashi N., and Demirbilek Z. (Eds). Wave forces on inclined and vertical structures (1995) 1-27 Ch. 1
36. Van der Meer J.W., Briganti R., Zanuttigh B., and Wang B. Wave transmission and reflection at low crested structures: design formulae, oblique wave attack and spectral change. Coastal Engineering 52 10-11 (2005) 915-929
37. Van Gent M.R.A. Stationary and oscillatory flow through coarse porous media. Communications on hydraulic and geotechnical engineering. Report N. 93-9, Delft University of Technology 1993 (1993)
38. TAW. Wave run-up and wave overtopping at dikes. Author: J.W. van der Meer. Technical Report of the Technical Advisory Committee on Water Defences in the Netherlands (2002)
39. Tørum A. Wave-induced forces on armor unit on berm breakwaters. Journal of Waterway, Port, Coastal and Ocean Engineering 120 3 (1994) 251-268
40. Zanuttigh B., and Lamberti A. Experimental analysis and numerical simulations of waves and current flows around low-crested coastal defense structures. Journal of Waterway, Port, Coastal and Ocean Engineering 132 1 (2006) 10-27