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Jul 11, 2017
Coastal Structures and Solutions to Coastal Disasters Joint Conference 2015

Numerical Modelling of the Stability of Breakwater Armour Systems

Publication: Coastal Structures and Solutions to Coastal Disasters 2015: Resilient Coastal Communities

ABSTRACT

Rubble-mound breakwaters using granular cover layers of rock or concrete units are mainly designed using empirical equations, scaled hydraulics laboratory test models and precedent practice. Multi-body solids numerical models can now represent the geometry and contact forces in such armour systems, when at rest or in a dynamic state of motion. The challenge tackled in this paper is to introduce oscillatory wave disturbance forces to such solids models with sufficient realism so that useful new numerical model information on armour stability can be used by designers. This is achieved using advanced 3D numerical wave tank simulations of wave-induced fluid flows inside the armour and under layers. Pressure-time histories of 2D sea states are also modelled enabling longer runs and entire storm sea states to be investigated for the equivalent rubble-mound structure. The correctly calibrated pressure-time storm history for the entire 3D domain heralds the introduction of a new ‘wave proxy’ method, based on the multi-body solids FEMDEM solver, Solidity. The integrated surface pressures acting on units yield the required oscillatory hydraulic and buoyancy forces. These drive the potential instability and movements and are superimposed on each unit in combination with the constantly updated contact, inertia and body forces. Results of this ‘one-way’ coupling method are briefly illustrated. We compare the effect of two different extreme storm conditions on the stability of a Core-Loc structure.

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ACKNOWLEDGMENTS

We are grateful for the substantial early financial support and expertise of Artelia Group and Baird Associates and to the EPSRC (grants EP/H030123/1, EP/K503733/1) for sponsoring this research.

REFERENCES

Altomare, C. et al., 2014 Numerical modelling of armour block breakwater with smoothed particle hydrodynamics. Computers and Structures, 130: 34-45.
Anastasaki, E., Latham, J.-P. Xiang, J. 2015. Numerical modelling of armour layers with reference to Core-Loc units and their placement acceptance criteria, Ocean Engineering, Volume 104, 1 August 2015, Pages 204-218.
Dentale, F. 2009. Fluid motion within rubble mound breakwaters.
Dentale, F. Donnarumma, G., Carratelli, E.P. and Reale F. 2015. A numerical method to analyze the interaction between sea waves and rubble mound emerged breakwaters, WSEAS TRANSACTIONS on FLUID MECHANICS, E-ISSN: 2224-347X, Vol10.
Gómez-Gesteira, M., et al. 2010. State-of-the-art of classical SPH for free-surface flows, J Hydraulic Res, 48, Extra Issue, 6-27.
Greben, J.M., Gledhill, I., Cooper, A.K. et al. 2010. Characterization and properties of breakwater structures modelled by a physics engine. 7th South African Conference on Computational and Applied Mechanics (SACAM10), University of Pretoria, Pretoria, 10-13 January 2010, pp 254-265.
Higuera, P., del Jesus M., Lara, J. L, Losada I.J, Guanche, Y. and Barajas G. 2013. Numerical simulation of three-dimensional breaking wave son a gravel slope using a two-phase Navier-Stokes model. Journal of Computational and Applied Mathematics. Vol. 246, pp. 144-152.
Higuera, P., Lara, J.L, Losada I.J. 2014. Three-dimensional interaction of waves and porous coastal structures using OpenFOAM. Part I: Formulation and Validation. Coastal Engineering. Vol. 83, pp. 243-258.
Khayyer, A. and Gotoh, H. 2010. On particle-based simulation of a dam break. J Hydraulic Res, 48, 2, 238-249.
Latham, J.-P., Anastasaki, E., & Xiang, J. 2013. A FEMDEM numerical model study of rubble-mound structures armoured with concrete armour units. Coastal Engineering 77 151–166.
Latham, J.P., Xiang, J., Anastasaki, E., Guo, L., Karantzoulis, N., Vire, A., & Pain, C. (2014). Numerical modelling of forces, stresses and breakages of concrete armour units. Coastal Engineering Proceedings, 1(34), structures.78.
Maguire, A.E. 2011. Geometric design considerations and control methodologies for absorbing wavemakers. PhD Thesis University of Edinburgh.
Oñate, E. et al. 2011. Possibilities of the Particle Finite Element Method. Journal of Computational Mechanics. 48 pp 307–318.
Viré A. et al. 2012 Modeling of fluid-solid interactions using an adaptive-mesh fluid model coupled with a combined finite-discrete element model. Ocean Dynamics, 62: 1487–1501.
Xiang, J., Munjiza, A. and Latham, J.-P. 2009. Finite strain, finite rotation quadratic tetrahedral element for combined finite-discrete method. International Journal for Numerical Methods in Engineering 79, 946-978.
Xiang, J., Latham, J.-P., Viré, A., Anastasaki, E., & Pain, C. 2012. Coupled Fluidity.Y3D technology and simulation tools for numerical breakwater modeling. Coastal Engineering Proceedings, 1(33), structures.66.
Xiang, J., Latham. J.-P., Viré, A., Anastasaki, E., Pain, C.C. 2013. Modelling of wave-rubble mound breakwater interaction. 6th International Conference on Discrete Element Methods (DEM6), Colorado School of Mines, August 5-6, 2013, Digital Proceedings available from Prof G. Mustoe (Ed).

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Go to Coastal Structures and Solutions to Coastal Disasters 2015
Coastal Structures and Solutions to Coastal Disasters 2015: Resilient Coastal Communities
Pages: 687 - 698
Editors: Louise Wallendorf, U.S. Naval Academy and Daniel T. Cox, Ph.D., Oregon State University
ISBN (Online): 978-0-7844-8030-4

History

Published online: Jul 11, 2017

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Authors

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John-Paul Latham
Applied Modelling Computational Group, Dept. of Earth Science and Engineering, Imperial College London, South Kensington, London SW7 2AZ, U.K.
Jiansheng Xiang
Applied Modelling Computational Group, Dept. of Earth Science and Engineering, Imperial College London, South Kensington, London SW7 2AZ, U.K.
Pablo Higuera
Applied Modelling Computational Group, Dept. of Earth Science and Engineering, Imperial College London, South Kensington, London SW7 2AZ, U.K.

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