![]() Yong L, Hua-Jun L (2012) Analysis of wave interaction with submerged perforated semi-circular breakwaters through multipole method.Find a list of the current adult use and medical dispensaries in NJ here: Van der Meer JW, Briganti R, Zanuttigh B, Wang B (2005) Wave transmission and reflection at low-crested structures: design formulae, oblique wave attack and spectral change. Torey MD, Cloutman LD, Mjolness RC, Hirt CW (1985) NASA-VOF2D: a computer program for incompressible flows with free surfaces, Los Alamos Scientific Laboratory Rep. Sussman M, Smereka P, Osher S (1994) A level set approach for computing solutions to incompressible two-phase flow. Srisuwan C, Payom R (2015) Modelling of seadome as artificial reefs for coastal wave attenuation. Los Alamos National Lab., NM(United States) Scannapieco E, Harlow FH (1995) Introduction of finite difference methods for numerical fluid dynamics (No. In: Proceedings of 23rd International Conference on Coastal Engineering. Sakakiyama T, Kajima R (1992) Numerical simulation of nonlinear waves interacting with permeable breakwaters. Petit HAH, Tonjes P, Van Gent MRA, Van Den Bosch P (1995) Numerical simulation and validation of plunging breakers using a 2D Navier–Stokes model. Mizutani N, Mostafa AM, Iwata K (1998) Nonlinear regular wave, submerged breakwater and seabed dynamic interaction. Mayilvahanan AC, Hans B, Dag M (2015) Characteristics and profile asymmetry properties of waves breaking over an impermeable submerged reef. Losada IJ, Silva R, Losada MA (1996) 3-D non breaking regular wave interaction with submerged breakwaters. Lorenzoni C, Luciano S, Maurizio B, Alessandro M, Matteo P, Elisa S, Sara C (2010) Working of defense coastal structures dissipating by macroroughness. Khenner M, Averbuch A, Israeli M, Nathan M (2001) Numerical simulation of grain-boundary grooving by level set method. In: Proceedings of 28th International Conference on Coastal Engineering. ![]() Jackson LA, Tomlinson R, McGrath J, Turner I (2002) Monitoring of a multi-functional submerged geotextile reef breakwater. In: Proceedings of 28th International Towing Tank Conference, Wuxi, China ITTC-Recommended Procedures and Guidelines, 7.5-03-01-01. International Towing Tank Conference (ITTC) Quality System Manual (2017) Uncertainty analysis in CFD, verification and validation methodology andprocedures. Huang CJ, Chang HH, Hwung HH (2003) Structural permeability effects on the interaction of a solitary wave and a submerged breakwater. Hirt CW, Billy DN (1981) Volume of fluid (VOF) method for the dynamics of free boundaries. Higuera P, Lara JL, Losada IJ (2014) Three-dimensional interaction of waves and porous coastal structures using OpenFOAM.Part I: formulation and validation. Hashim AM, Nur Diyana MN, Siti Nur Hanis A (2014) Wave attenuate of interlocking concrete unit (ICU-V). Coast Eng 158:103682įitriadhy A, Abdullah SF, Hairil M, Ahmad MF, Jusoh A (2019) Optimized modelling on lateral separation of twin pontoon-net floating breakwater. Cambridge University Press, Cambridgeĭíaz-Carrasco P, Moragues MV, Clavero M, Losada MÁ (2020) 2D water-wave interaction with permeable and impermeable slopes: dimensional analysis and experimental overview. Coast Eng 91:280–298ĭean RG, Dalrymple RA (2001) Coastal processes with engineering application. J Waterw Port Coast Ocean Eng 140(4):04014010Ĭorvaro S, Seta E, Mancinelli A, Brocchini M (2014) Flow dynamics on a porous medium. J Coastal Res 452(29):115–130īuccino M, Del Vita I, Calabrese M (2014) Engineering modeling of wave transmission of reef balls. (ASCE)WW.1943-5460.0000548īlack K, Mead S (2001) Design of the gold coast reef for surfing, beach amenity and coastal protection: surfing aspects. This paper presents three-dimensional (3D) computational modelling on hydrodynamic performance of narrow crest behind submerged breakwater aimed at gaining a comprehensive insight into the wave transmission coefficient \((K_\) from 0.0292 to 0.0204 at \(h/d=1.00\), which is consistent with the augmented turbulent energy and dissipation shown on CFD visualizations across the breakwater entanglement.Ībdullah SF, Fitriadhy A (2020) Application of genetic algorithm for optimum hydrodynamic performance of twin pontoon floating breakwater. Therefore, a reliable prediction through a computational fluid dynamic (CFD) approach of waves across the structure is necessarily required. In the presence of the complex-hydrodynamic phenomenon, the previous studies on wave transmission characteristics behind low-crested submerged breakwaters are still insufficient yet to appropriately understand of their behaviour.
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