DOI QR코드

DOI QR Code

Numerical wave interaction with tetrapods breakwater

  • Dentale, Fabio (University of Salerno-MEDUS (Maritime Engineering Division University of Salerno) Department of Civil Engineering) ;
  • Donnarumma, Giovanna (University of Salerno-MEDUS (Maritime Engineering Division University of Salerno) Department of Civil Engineering) ;
  • Carratelli, Eugenio Pugliese (University of Salerno-MEDUS (Maritime Engineering Division University of Salerno) Department of Civil Engineering)
  • 발행 : 2014.12.31

초록

The paper provides some results of a new procedure to analyze the hydrodynamic aspects of the interactions between maritime emerged breakwaters and waves by integrating CAD and CFD. The structure is modeled in the numerical domain by overlapping individual three-dimensional elements (Tetrapods), very much like the real world or physical laboratory testing. Flow of the fluid within the interstices among concrete blocks is evaluated by integrating the RANS equations. The aim is to investigate the reliability of this approach as a design tool. Therefore, for the results' validation, the numerical run-up and reflection effects on virtual breakwater were compared with some empirical formulae and some similar laboratory tests. Here are presented the results of a first simple validation procedure. The validation shows that, at present, this innovative approach can be used in the breakwater design phase for comparison between several design solutions with a significant minor cost.

키워드

참고문헌

  1. Altomare, C., Gironella, X.F., Crespo, A.J.F., Dominguez, J.M., Gomez-Gesteira, M. and Rogers, B.D., 2012. Improved accuracy in modelling armoured breakwaters with SPH. 7th International SPHERIC Workshop, Prato, Italy, 29-31 May 2012, pp.395-402.
  2. Brown, C.T. and Dentale, F., 2013. Variable distribution of armour on seawalls and breakwaters. Proceedings of a conference on Coasts, Marine Structures and Breakwaters 2013, London, pp.1-10.
  3. Burger, W., Oumeraci, H. and Partenscky, H.W., 1988. Geohydraulic investigations of rubble mound breakwaters. Proceedings 21st I.C.C.E., Malaga, pp.2242-2256.
  4. Burcharth, H.F., 1998. Hydraulic responses - wave run-up, rundown and overtopping. OPTICREST, Start-up Workshop, Ghent, March 1988.
  5. Burcharth, H.F. and Thompson, A.C., 1983. Stability of armour units in oscillatory flow. Coastal Structures, Washington, U.S.A., 9-11 March 1983, pp.71-82.
  6. Cavallaro, L., Dentale, F., Donnarumma, G., Foti, E., Musumeci, R.E. and Pugliese Carratelli, E., 2012. Rubble mound breakwater overtopping estimation of the reliability of a 3D numerical simulation. 33rd International Conference on Coastal Engineering, Santander, Spain, 1-6 July 2012, pp.1-9.
  7. Chopakatla, S.C., Lippmann, T.C. and Richardson, J.E., 2008. Field verification of a computational fluid dynamics model for wave transformation and breaking in the surf zone. Journal of Watarway, Port, Coastal and Ocean Engineering, 134(2), pp.71-81. https://doi.org/10.1061/(ASCE)0733-950X(2008)134:2(71)
  8. Dentale, F., Donnarumma, G. and Pugliese Carratelli, E., 2012. Wave run up and reflection on tridimensional virtual breakwater. Journal of Hydrogeology & Hydrologic Engineering, 1(1), pp.1-9.
  9. Dentale, F., Donnarumma, G. and Pugliese Carratelli, E., 2013. Rubble mound breakwater: run-up, reflection and overtopping by numerical 3D simulation. Proceedings of a conference on Coasts, Marine Structures and Breakwaters 2013, London, pp.1-10.
  10. Dentale, F., Donnarumma, G. and Pugliese Carratelli, E., 2014. Simulation of flow within armour blocks in a breakwater. Journal of coastal research, 30(3), pp.528-536.
  11. Dentale, F., Pane, S. and Pugliese Carratelli, E., 2009. Modellazione numerica del moto ondoso su barriere frangiflutti sommerse porose. Studi costieri (in italian), 16, pp.89-106.
  12. Giarrusso, C.C., Dentale, F. and Pugliese Carratelli, E., 2003. On the stability of protected beaches. Sixth International Conference on Computer Modelling and Experimental Measurement of Seas and Coastal Regions, Coastal Engineering VI, Cadiz, Spain, 23 June 2003, pp.429-438.
  13. Goda, Y. and Suzuki, Y., 1976. Estimation of incident and reflected waves in random wave experiments. 15th International Conference on Coastal Engineering (ASCE), Honolulu, Hawaii, 11-17 July 1976, pp.828-845.
  14. Hirt, C.W. and Nichols, B.D., 1981. Volume of fluid (VOF) method for the dynamics of free boundaries. Journal Computational Physics, 39(1), pp.201-225. https://doi.org/10.1016/0021-9991(81)90145-5
  15. Hsu, T.J., Sakakiyama, T. and Liu, P.L.F., 2002. A numerical model for wave motions and turbulence flows in front of a composite breakwater. Coastal Engineering, 46(1), pp.25-50. https://doi.org/10.1016/S0378-3839(02)00045-5
  16. Hughes, S.A. and Fowler, J.E., 1995. Estimating wave-induced kinematics at sloping structures. Journal of Watarway, 121(4), pp.209-215.
  17. Kobayashi, N., Pietropaolo, J.A. and Melby, J.A., 2012. Wave transformation and runup on dikes and gentle slopes. Journal of coastal research, 29(3), pp.615-623.
  18. Koutandos, E.V., Prinos, P.E. and Koutitas, C.G., 2006a. 2DV hydrodynamics of emerged rubble mound breakwaters. International Conference 'Hydroscience 2006', Philadelphia, U.S.A., 10-13 September 2006, pp.1-13
  19. Koutandos, E.V., Prinos, P.E. and Koutitas, C.G., 2006b. Permeability effects on breaking waves over submerged rubble mound breakwaters. International Conference 'Hydroscience 2006', Philadelphia, U.S.A. 10-13 September 2006, pp.1-15.
  20. Lara, J.L., Garcia, N. and Losada, I.J., 2006. RANS modeling applied to random wave interaction with submerged permeable structures. Coastal Engineering, 53(5-6), pp.395-417. https://doi.org/10.1016/j.coastaleng.2005.11.003
  21. Latham, J.P., Munjiza, A., Mindel, J., Xiang, J., Guises, R., Garcia, X., Pain, C., Gorman, G. and Piggott, M., 2008. Modellimg of massive particulates for breakwater engineering using coupled FEMDEM and CFD. Particuology, 6(6), pp.572-583. https://doi.org/10.1016/j.partic.2008.07.010
  22. Lin, P. and Liu, P.L.F., 1998. A numerical study of breaking waves in the surf zone. Journal of Fluid Mechanics, 359, pp.239-264. https://doi.org/10.1017/S002211209700846X
  23. Losada, I.J., Lara, J.L., Guanche, R. and Gonzalez Ondina, J.M., 2008. Numerical analysis of wave overtopping of rubble mound breakwaters. Coastal engineering, 55, pp.47-62. https://doi.org/10.1016/j.coastaleng.2007.06.003
  24. Muttray, M, Oumeraci, H. and ten Oever, E., 2006. Wave reflection and wave run-up at rubble mound breakwaters. XXX International Conference on Coastal Engineering, San Diego, U.S.A., 3-8 September 2006, pp.4314-4324.
  25. Muttray, M., Reedijk, J., Vos-Rovers, I. and Bakker, P., 2005. Placement and structural strenght of Xbloc and other single layer armour units. Proceedings of the International Conference on Coastlines, structures and breakwaters, N.W.H. Allsop, London, 20-22 April 2005, pp.556-568.
  26. Nielsen, S.R.K. and Burcharth, H.F., 1983. Stochastic design of rubble mound breakwaters. 11th IFIP Conference on System Modelling and Optimization, Copenhagen, 25-29 July 1983, pp.1-21.
  27. Postma, G.M., 1989. Wave reflection from rock slopes under random wave attack. M. Sc. thesis. Delft University of Technology.
  28. Seelig, W.N. and Ahrens, J.P., 1981. Estimation of wave reflection and energy dissipation coefficients for beaches, revetments and breakwaters. CERC, 81(1), p.41.
  29. Van der Meer, J.W., 1992. Conceptual design of rubble mound breakwaters. Proceedings of the Short Course on Design and Reliability of Coastal Structures, Venice, Italy, 1-3 October 1992, pp.221-315.
  30. Van der Meer, J.W. and Stam, C.J.M., 1992. Wave run up on smooth and rock slopes of coastal structures. Journal of Waterway, Port, Coastal and Ocean Engineering, 118(5), pp.534-550. https://doi.org/10.1061/(ASCE)0733-950X(1992)118:5(534)
  31. Wang, K.H., Dai, Z. and Lee, H.S., 2011. Modeling wave run-up along a sloping or a moving wall boundary. Journal of coastal research, 27(6), pp.1159-1169.
  32. Xiang, J., Latham, J.P., Virel, A., Anastasakil, E., Painl, C. and Milthaler, F., 2012. Simulation tools for numerical breakwater models including coupled fluidity/Y3d waves. 33rd International Conference on Coastal Engineering (ICCE), Santander, Spain, 1-6 July 2012, pp.1-9.
  33. Zanuttigh, B. and Van der Meer, J.W., 2006. Wave reflection from coastal structures. XXX International Conference on Coastal Engineering, San Diego, U.S.A., 3-8 September 2006, pp.4337-4349.