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A CFD approach to rubble mound breakwater design

  • Dentale, Fabio (University of Salerno, MEDUS (Maritime Engineering Division University of Salerno), Department of Civil Engineering) ;
  • Reale, Ferdinando (University of Salerno, MEDUS (Maritime Engineering Division University of Salerno), Department of Civil Engineering) ;
  • Di Leo, Angela (CUGRI (University Consortium for Research on Major Hazards)) ;
  • Carratelli, Eugenio Pugliese (University of Salerno, MEDUS (Maritime Engineering Division University of Salerno), Department of Civil Engineering)
  • Received : 2016.09.07
  • Accepted : 2017.10.24
  • Published : 2018.09.30

Abstract

The paper provides some developments of a numerical approach ("Numerical Calculation of Flow Within Armour Units", FWAU) to the design of rubble mound breakwaters. The hydrodynamics of wave induced flow within the interstices of concrete blocks is simulated by making use of advanced, but well tested, CFD techniques to integrate RANS equations. While computationally very heavy, FWAU is gaining ground, due to its obvious advantages over the "porous media", i.e. the possibility of accounting for the highly non stationary effects, the reduced need of ad hoc calibration of filtration parameters and also - in perspective - the evaluation of hydrodynamic forces on single blocks. FWAU however is a complex technique, and in order to turn it into a practical design tool, a number of difficulties have to be overcome. The paper presents recent results about this validation, as well as insight into fluid dynamical aspects.

Keywords

References

  1. Brown, C.T., Dentale, F., 2013. Variable distribution of armour on seawalls and breakwaters. In: 10th Coasts, Marine Structures and Breakwaters Conference 2013: from Sea to Shore - Meeting the Challenges of the Sea, vol. 1, pp. 149-154.
  2. Buccino, M., Dentale, F., Salerno, D., Contestabile, P., Calabrese, M., 2016. The use of CFD in the analysis of wave loadings acting on seawave slot-cone generators. Sustain. Switz. 8(12). Article number 125.
  3. Cavallaro, L., Dentale, F., Donnarumma, G., Foti, E., Musumeci, R.E., Pugliese Carratelli, E., 2012. Rubble mound breakwater overtopping estimation of the reliability of a 3D numerical simulation. In: 33rd International Conference on Coastal Engineering, Santander, Spain.
  4. Chopakatla, S.C., Lippmann, T.C., Richardson, J.E., 2008. Field verification of a computational fluid dynamics model for wave transformation and breaking in the surf zone. J. Watarw. Port, Coast. Ocean Eng. 134(2), 71-81. https://doi.org/10.1061/(ASCE)0733-950X(2008)134:2(71)
  5. CIRIA, CUR, CETMEF, 2007. The Rock Manual. The Use of Rock in Hydraulic Engineering, second ed. CIRIA, London, p. C683.
  6. Daliri, M., Dentale, F., Salerno, D., Buccino, M., 2016. A CFD study on the structural response of a sloping top caisson subject to wave overtopping. In: Proceedings of 35th International Conference on Coastal Engineering, ICCE 2016; Antalya,Turkey; 17-20 November 2016, vol. 35.
  7. Dentale, F., Monaco, M., Pugliese Carratelli, E., 2008. A numerical assessment of scale effects on wave breaking modeling. In: 3rd SCACR International Short Course and Workshop on Applied Coastal Research, Lecce.
  8. Dentale, F., Donnarumma, G., Pugliese Carratelli, E., 2012. Wave run up and reflection on tridimensional virtual breakwater. J. Hydrogeol. Hydrologic Eng. 1(1).
  9. Dentale, F., Donnarumma, G., Pugliese Carratelli, E., 2014a. Rubble Mound breakwater: run-up, reflection and overtopping by numerical 3D simulation. In: 10th Coasts, Marine Structures and Breakwaters Conference 2013: from Sea to Shore - Meeting the Challenges of the Sea, vol. 2, pp. 1164-1173.
  10. Dentale, F., Donnarumma, G., Pugliese Carratelli, E., 2014b. Simulation of flow within armour blocks in a breakwater. J. Coast. Res. 30(3), 528-536.
  11. Dentale, F., Donnarumma, G., Pugliese Carratelli, E., 2014c. Numerical wave interaction with tetrapods breakwater. Int. J. Nav. Archit. Ocean Eng. 6(4), 800-812. https://doi.org/10.2478/IJNAOE-2013-0214
  12. Dentale, F., Donnarumma, G., Pugliese Carratelli, E., Reale, F., 2015. A numerical method to analyze the interaction between sea waves and rubble mound emerged breakwaters. WSEAS Trans. Fluid Mech. 10, 106-116. Article number 011.
  13. Fang, Z., Cheng, L., Zhang, N., 2010. Development of 3-D numerical wave tank and applications on comb-type breakwater. In: 29th International Conference on Ocean, Offshore and Artic Engineering (OMAE 2010). Shangai, China.
  14. Foti, E., Caceres Rabionet, I., Marini, A., Musumeci, R.E., Sanchez-Arcilla, A., 2011. Experimental investigations of the bed evolution in wave flumes: performance of 2D and 3D optical systems. Coast. Eng. 58(7), 606-622. https://doi.org/10.1016/j.coastaleng.2011.01.007
  15. Garcia, N., Lara, J.L., Losada, I.J., 2004. 2-D numerical analysis of near-field flow at low-crested breakwaters. Coast. Eng. 51(10), 991-1020. https://doi.org/10.1016/j.coastaleng.2004.07.017
  16. Giarrusso, C.C., Dentale, F., Pugliese Carratelli, E., 2003. On the stability of protected beaches. In: Sixth International Conference on Computer Modelling and Experimental Measurement of Seas and Coastal Regions, Coastal Engineering VI, Cadiz, Spain.
  17. Goda, Y., Suzuki, Y., 1976. Estimation of incident and reflected waves in random wave experiments. In: 15th International Conference on Coastal Engineering (ASCE), Honolulu, Hawaii.
  18. Hsu, T.J., Sakakiyama, T., Liu, P.L.F., 2002. A numerical model for wave motions and turbulence flows in front of a composite breakwater. Coast. Eng. 46, 25-50. https://doi.org/10.1016/S0378-3839(02)00045-5
  19. Latham, J.P., Anastasaki, E., Xiang, J., 2013. New modelling and analysis methods for concrete armour unit systems using FEMDEM. Coast. Eng. 77, 151-166. https://doi.org/10.1016/j.coastaleng.2013.03.001
  20. Li, T., Troch, P., De Rouck, J., 2004. Wave overtopping over a sea dike. J. Comput. Phys. 198, 686-726. https://doi.org/10.1016/j.jcp.2004.01.022
  21. Liu, P.F., Al-Banaa, K., 2004. Solitary wave run up and force on vertical barrier. J. Fluid Mech. 505, 225-233. https://doi.org/10.1017/S0022112004008547
  22. Lopez, L.F.C., Salerno, D., Dentale, F., Capobianco, A., Buccino, M., 2015. Experimental campaign on the overtopping of the seawall Malecon Tradicional. In: 25th International Ocean and Polar Engineering Conference, ISOPE 2015 Kona, Big Island, United States, 21-26 June 2015, pp. 1499-1505. Volume 2015-January.
  23. Losada, I.J., Lara, J.L., Guanche, R., Gonzalez Ondina, J.M., 2008. Numerical analysis of wave overtopping of rubble mound breakwaters. Coast. Eng. 55, 47-62. https://doi.org/10.1016/j.coastaleng.2007.06.003
  24. Spadea, S., Farina, I., Berardi, V.P., Dentale, F., Fraternali, F., 2014. Energy dissipation capacity of concretes reinforced with recycled PET fibers. Ing. Sismica 31(2), 61-70.
  25. Van der Meer, J.W., Stam, C.J.M., 1992. Wave run up on smooth and rock slopes of coastal structures. J. Waterw. Port, Coast. Ocean Eng. 5(118).
  26. Viccione, G., Bovolin, V., Pugliese Carratelli, E., 2012. Simulating fluid-structure interaction with SPH. AIP Conf. Proc. 1479(1), 209-212.
  27. Vicinanza, D., Dentale, F., Salerno, D., Buccino, M., 2015. Structural response of seawave slot-cone generator (SSG) from randomwave CFD simulations. In: 25th International Ocean and Polar Engineering Conference, ISOPE 2015; Kona, Big Island; United States; 21-26 June 2015, pp. 985-991. Vol. 2015-January, 2015.
  28. Xiang, J., Latham, J.P., Virel, A., Anastasaki, E., Painl, C., Milthaler, F., 2012. Simulation tools for numerical breakwater models including coupled fluidity/Y3d waves. In: 33rd International Conference on Coastal Engineering (ICCE), Santander, Spain.
  29. Zanuttigh, B., Van der Meer, J.W., 2006. Wave reflection from coastal structures. In: XXX International Conference on Coastal Engineering, San Diego (USA).