Enter your email address
Submit
Write your message
Volume 14, Issue 27 (7-2018)
Marine Engineering 2018, 14(27): 69-79 |
Back to browse issues page
Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
Amirabadi R, Rezaee mazyak A, Ghasemi A. Numerical Modeling Investigation of Irregular Wave Interaction with Perforated Caisson Breakwater. Marine Engineering 2018; 14 (27) :69-79
URL: http://marine-eng.ir/article-1-646-en.html
URL: http://marine-eng.ir/article-1-646-en.html
1- qom university
2- TMU
2- TMU
Abstract: (5246 Views)
Caisson breakwater is one the most common coastal protection structures which their main application is to reduce wave energies and create a calm basin for berthing of the ships in ports. A simple approach to achieve this is to build a solid wall against the waves which are know as caisson breakwater. In this paper interaction of irregular waves with normal and perforated-wall caisson breakwater using FLOW-3D is studied. In this paper, the appropriate numerical model has been selected and then the model setup is explained. After the model setup, sensitivity analysis, calibration and verification of the model results with available laboratory data are presented. When the model performance is verified, the interaction of irregular wave with the perforated-wall caisson breakwaters is evaluated. The modeling results show that the perforated caisson breakwater compared to the vertical breakwater has a better hydraulic performance. In comparison to perforated-wall caisson breakwater results and euro top 2016 results, define a new dimensionless number to consider width of chamber to be recommended.
Keywords: Perforated caisson breakwater, Interaction of wave and structure, Wave overtopping, Wave reflection
References
1. Sakakiyama, T. and Liu, P.L.F., (2001), Laboratory experiments for wave motions and turbulence flows in front of a breakwater, Coast. Eng., vol. 44, no. 2, pp. 117–139. [DOI:10.1016/S0378-3839(01)00027-8]
2. Kudella, M., Oumeraci, H., De Groot, M.B. and Meijers, P., (2006), Large-scale experiments on pore pressure generation underneath a caisson breakwater, J. Waterw. port, coastal, Ocean Eng., vol. 132, no. 4, pp. 310–324. [DOI:10.1061/(ASCE)0733-950X(2006)132:4(310)]
3. Engineering, C. and Sv, A., (2000), EXPERIMENTAL INVESTIGATION ON CAISSON BREAKWATER SLIDING Piero Ruol, Paolo Martin, Thomas Lykke Andersen and Luca Martinelli 1, pp. 1–11.
4. Suh, K.D., and Park, W.S., (1995), Wave reflection from perforated-wall caisson breakwaters, Coast. Eng., vol. 26, no. 3–4, pp. 177–193. [DOI:10.1016/0378-3839(95)00027-5]
5. Suh, K.D., Park, J.K., and Park, W.S., (2006), Wave Reflection from Partially-Perforated-Wall Caisson Breakwater, Coast. Eng., vol. 26, no. 3–4, pp. 177–193. [DOI:10.1016/j.oceaneng.2004.11.015]
6. Losada, I.J., Lara, J.L., Guanche, R., and Gonzalez-Ondina, J.M., (2008), Numerical analysis of wave overtopping of rubble mound breakwaters, Coast. Eng., vol. 55, no. 1, pp. 47–62. [DOI:10.1016/j.coastaleng.2007.06.003]
7. Huang, Zhenhua, Yucheng Li, and Yong Liu. (2011), Hydraulic performance and wave loadings of perforated/slotted coastal structures: A review." Ocean Engineering 38.10: 1031-1053. [DOI:10.1016/j.oceaneng.2011.03.002]
8. Chen, Xuefeng, Yucheng Li, and Liu Long. (2011), Simulation Of Irregular Wave Pressure On Perforated Breakwaters. Coastal Engineering Proceedings 1.32 : 29.
9. Misra, S., Narayanaswamy, M., Bayram, A., and Shi, F., (2011), Optimizaton of Caisson Breakwater Superstructure Geometry Using 2DV RANS-VOF Numerical Model, Coast. Eng. Proc., vol. 1, no. 32, p. 49. [DOI:10.9753/icce.v32.structures.49]
10. Higuera, P.C., (2015), Aplicaci´on de la Din´amica de Fluidos Computacional a la Acci´on del Oleaje Sobre Estructuras, Tesis Doctoral, Universidad de Cantabria, 2015.
11. Ghasemi, A. Shafee Far, M and Panahi, R. (2016). Numerical Simulation of Wave Overtopping From Armour Breakwater by Considering Porous Effect. , Jurnal of Marin Engineering, vol. 11, no. 22.(In Persian)
12. Tsai, Ching-Piao, Chun-Han Ko, and Ying-Chi Chen. (2018), Investigation on Performance of a Modified Breakwater-Integrated OWC Wave Energy Converter. Sustainability 10.3 : 643.
13. Ito, V., 12. Historical development of breakwater structures in the world, in Coastal Structures and Breakwaters: Proceedings of the Conference Organized by the Institution of Civil Engineers, and Held in London on 6-8 November 1991, 1992, p. 193.
14. Goda, Y. (1994), Dynamic response of upright breakwaters to impulsive breaking wave forces, Coast. Eng., vol. 22, no. 1–2, pp. 135–158, 1994. International Journal of Heat and Mass Transfer, Vol. 15, p.1787-1790.
15. Hirt, C. W., & Nichols, B. (1988). Flow-3D User's Manual. Flow Science Inc.
16. D. M. Driver, H. L. Seegmiller, and J. G. Marvin, "Time-dependent behviour of a reattaching shear layer," AIAA Journal, vol. 25, no. 7, pp. 914–919, 1987. [DOI:10.2514/3.9722]
17. S. Edition, EurOtop Manual on wave overtopping of sea.
18. Mansard, E.P.D. & Funke, E.R. (1987) On the reflection analysis of irregular waves. Tech. Rep. TR-HY-017, NRCC No. 27522, National Research
19. Zelt, J.A. & Skjelbreia, J.E. (1992) Estimating incident and reflected wave fields using an arbitrary number of wave gauges. Coastal Engineering, ASCE, pp. 777-789.
Send email to the article author
| Rights and permissions | |
 |
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License. |
International Journal of Maritime Technology is licensed under a
Creative Commons Attribution-NonCommercial 4.0 International License.