Experimental analysis and numerical simulations of waves and current flows around low-crested rubble-mound structures

Journal of Waterway, Port, Coastal and Ocean Engineering

Volumn 132, Issue 1, 2006, Pages 10-27

  Zanuttigh, Barbara ^a   Lamberti, Albert ^a  

^a UNIVERSITY OF BOLOGNA   (Italy)

Author keywords

Currents; Experimentation; Filtration; Rubble mound breakwaters; Simulation; Wave overtopping

Indexed keywords

BREAKWATERS; COMPUTER SIMULATION; FILTRATION; FLOW PATTERNS; HYDRAULIC STRUCTURES; IMAGE ANALYSIS; MATHEMATICAL MODELS; OCEAN CURRENTS; WATER WAVES;

FILTRATION FLUX; RUBBLE-MOUND BREAKWATERS; WAVE OVERTOPPING;

FLOW OF WATER;

BREAKWATERS; COMPUTER SIMULATION; FILTRATION; FLOW OF WATER; FLOW PATTERNS; HYDRAULIC STRUCTURES; IMAGE ANALYSIS; MATHEMATICAL MODELS; OCEAN CURRENTS; WATER WAVES;

BREAKWATER; COASTAL STRUCTURE; FLOW AROUND OBJECT; FLOW PATTERN; OVERTOPPING; WAVE-STRUCTURE INTERACTION;

EID: 28544444798     PISSN: 0733950X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-950X(2006)132:1(10)     Document Type: Article

References (38)

1. Abbott B., Damgaard, A., and Rodenhuis, G. S. (1973). "System 21, Jupiter. A design system for two-dimensional nearly-horizontal flows." J. Hydraul. Res. JHYRAF0022-1686, 1, 1-24.
2. Battjes, J. A. (1974). "Modeling of turbulence in the surf zone." Proc., 2nd Symp. Modelling Techn., ASCE, New York, 1050-1061.
3. Battjes, J. A., and Janssen, J. P. F. M. (1978). "Energy loss and set-up due to breaking of random waves." Proc., 16th Coastal Eng., ASCE, New York, 569-587.
4. Borthwick, A., Foote, Y., Ridehalgh, A. (1997). "Measurements at a cusped beach in the UKCRF," Coastal Dynamics '97, Plymouth, U.K., ASCE, Reston, Va. 953-962.
5. Burcharth, H. F., and Christensen, C. (1991). "On stationary and non-stationary porous flow in coarse granular materials." Report MAST G6-S, Project I, Aalborg Univ., Dept. of Civil Engineering, Aalborg, Denmark.
6. Cappietti, L., Martinelli, L., and Zanuttigh, B. (2004). "Experimental analysis of filtration and set-up in presence of low-crested structures." XXIX National (italian) Conference of Hydraulics and Hydraulic Construction, BIOS, Trent, Italy, 713-720.
7. Chapman, B., Ilic, S., Simmonds, D., and Chadwick, A. (1999). "Physical model evaluation of the hydrodynamic produced around a detached breakwater scheme." Proc., Coastal Structures '99, Santander and Losada, eds., Balkema, Rotterdam, The Netherlands, 803-812.
8. Dally, W. R., Dean, R. G., and Dalrymple, R. A. (1985). "Waves height variation across beaches of arbitrary profile." J. Geophys. Res. JGREA20148-0227, 90, 11917-11927.
9. Debski, D., and Loveless, J. (1997). "The design and performance of submerged breakwaters." Report, Ministry of Agriculture, Fisheries, and Food, contract CSA 2606, Bristol Univ., Bristol, U.K.
10. Diskin, M. H., Vajda, M. L., and Amir, I. (1970). "Piling-up behind low and submerged permeable breakwaters." J. Waterw., Harbors Coastal Eng. Div., Am. Soc. Civ. Eng. AWHCAR0044-8028, 96(2), 353-372.
11. Drønen, N., Karunarathna, H., Fredsøe, J., Sumer, M., and Deigaard, R. (2002). "An experimental study of rip channel flow." Coastal Eng.COENDE0378-3839, 45(3-4), 223-238.
12. Gourlay, G. (1974). "Wave set-up and wave generated currents in the lee of a breakwater or a headland." Proc., Coastal Eng. '74, 1976-1987.
13. Haller, M., Dalrymple, R. A., and Svendsen, I. A. (2002). "Experimental study of nearshore dynamics on a barred beach with rip channels." J. Geophys. Res.JGREA20148-0227, 107(10), 1-21.
14. Hamm, L. (1993). "Directional nearshore wave propagation over a rip channel: An experiment." Proc., Coastal Engineering 1992, Billy Edge, ed., ASCE, New York, 226-239.
15. Horikawa, K., and Kuo, C. T. (1966). "A study on wave transformation inside surf zone." Proc., 10th Coastal Eng. Conf., ASCE, New York, 217-233.
16. Ilic, S., Chapman, B., Chadwick, A. J., Pan, S., O'Connor, B. A., and MacDonald, N. J. (1999). "Laboratory measurements of flow around a detached breakwater scheme." Proc., Coastal Structures '99, Santander and Losada, eds., Balkema, Rotterdam, The Netherlands, 813-855.
17. Johnson, H. K., Karambas, T., Avgeris, J., Zanuttigh, B., and Caceres, I. (2005). "Modeling of wave and currents around submerged breakwaters." Coastal Eng.COENDE0378-3839, DELOS Special Issue, Vol. 52 (10-11).
18. Kirby, J. T. (1986). "Rational approximations in the parabolic equation method for water waves." Coastal Eng.COENDE0378-3839, 10(4), 355-378.
19. Kobayashi, N., and Wurjanto, A. (1989). "Wave transmission over submerged breakwaters." J. Waterw., Port, Coastal, Ocean Eng.JWPED50733-950X, 115(5), 662-680.
20. Lamberti, A., Archetti, R., Kramer, M., Paphitis, D., Mosso, C., and Di Risio, M. (2005). "Prototype experience regarding low crested structures." Coastal Engineering, DELOS Special Issue, Vol. 52 (10-11).
21. Losada, I. J., Dalrymple, R. A., and Losada, M. A. (1998). "Wave-induced mean flows in vertical rubble-mound structures." Coastal Eng. COENDE0378-3839, 35(4), 251-282.
22. Martinelli, L., Zanuttigh, B., and Lamberti, A. (2003). "Comparison of directional wave analysis methods on laboratory data." IAHR 2003, XXX Congress, Liu and Krestenitis, eds., Vol. A, Thessaloniki, Greece, 355-362.
23. Martinelli, L., Zanuttigh, B., Clementi, E., Guerrero, M., and Lamberti, A. (2005). "Experimental analysis and 2DH numerical simulations of morphodynamics around Low-Crested Structures." Proc., ICCE 2004, J. Smith, ed., World Scientific Publishing, Vol. 3, 2784-2796.
24. Mory, M., and Hamm, L. (1997). "Wave set-up and currents around a detached breakwater." Coastal Eng.COENDE0378-3839, 31(1-4), 77-96.
25. Nielsen, P. (1992). "Coastal bottom boundary layers and sediment transport." Adv. Series on Ocean Eng, Liu ed., vol. 4, World Scientific, River Edge, N.J.
26. Phillips, O. M. (1980). The dynamics of the upper ocean, Cambridge University Press, Cambridge, U.K.
27. Pilarczyk, K. W. (2000). Geosynthetics and geosystems in hydraulic and coastal engineering, Balkema, Rotterdam, The Netherlands.
28. Ruol, P., and Faedo, A. (2002). "Physical model study on low-crested structures under breaking wave conditions." Proc., 5th MEDCOAST Workshops on Beaches of the Mediterranean and Black Sea, Özhan, ed., 83-96, Turkey..
29. Sutherland, J., Whitehouse, R. J. S., and Chapman, B. (2000). "Scour and deposition around a detached rubble-mound breakwater." Proc., Coastal Structures '99, Santander and Losada, eds., Balkema, Rotterdam, The Netherlands, 897-904.
30. Svendsen, I. A., Madsen, P., and Hansen, J. B. (1978). "Wave characteristics in the surf zone." Proc., 16th Conf. Coast. Eng., Chap. 29, ASCE, 520-539.
31. Svendsen, I. A. (1984). "Wave heights and set-up in a surf zone." Coastal Eng.COENDE0378-383910.1016/0378-3839(84)90028-0, 8(4), 303-330.
32. van der Meer, J. W. (1992). "Conceptual design of rubble mound breakwaters." ICCE Proc., Short Course on Design and Reliability of Coastal Structures, Tecnoprint, Bologna, Italy, 447-510.
33. van der Meer, J. W., and Janssen, J. P. F. M. (1995). "Wave run-up and wave overtopping at dikes," Task Committee Reports, ASCE.
34. van der Meer, J. W., Wang, B., Wolters, A., Zanuttigh, B., and Kramer, M. (2004). "Oblique wave transmission over low-crested coastal defense structure." Proc., Coastal Structures '03, J. A. Melby, ed., ASCE, Reston, Va., 567-579.
35. van Gent, M. R. A. (1993). "Stationary and oscillatory flow through coarse porous media." Report no. 93-9, Communications on Hydraulic and Geotechnical Engineering, Delft Univ. of Technology, Delft, The Netherlands.
36. Verhaeghe, H., van der Meer, J. W., Steendam, G. J., Besley, P., Franco, L., and van Gent, M. (2004). "Wave over-topping database as the starting point for a neural network prediction method." Proc., Coastal Structures 2003, ASCE, Reston, Va, 418-430.
37. Zanuttigh, B., and Lamberti, A. (2004). "Analysis of wave reflection at coastal defence structures." Proc., XXIX National (Italian) Conf. of Hydraulics and Hydraulic Construction, BIOS, Trent, 653-660.
38. Zelt, J. A., and Skjelbreia, J. E. (1993). "Estimating incident and reflected wave field using an arbitrary number of wave gauges." Proc., Coastal Engineering 1992, Billy Edge, ed., ASCE, New York, 777-789.