Technical Papers
Nov 25, 2013

SPH-DEM Modeling of the Hydraulic Stability of 2D Blocks on a Slope

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 140, Issue 6

Abstract

The numerical simulations of wave interactions with armor blocks on rubble-mound breakwaters will enable a stronger understanding of breakwater failure and therefore increased malfunction prevention. This paper presents a two-dimensional (2D) SPH-DEM model, which combines smoothed particle hydrodynamics (SPH) and the discrete-element method (DEM) to simulate the wave-structure interaction on a slope and predict the hydraulic stability of the 2D structure. A particle method combined with a Riemann solver evaluates the hydrodynamic loads on the discrete blocks, while a multisphere DEM describes the movement of the solids from the wave attacks. An interfacial force-balance condition enables coupling between the fluids and the solids. A series of experimental tests were conducted to validate the SPH model. The simulation of water entry of the wedge was compared with previous experiments. The wave interactions with massive cross-shaped blocks on a slope were also simulated in 2D. Numerical results are presented showing the details of large deformations of the free surface on the slope, the velocity field, and the hydraulic pressures on the armor units, and the nature of the changes in position of the blocks near the toe of the slope during the wave attack. These results facilitate an improved understanding of the interaction between waves and breakwaters.

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Acknowledgments

The authors acknowledge the valuable comments of the reviewers. The paper is funded by the National Natural Science Foundation of China under grant No. 51179030 and Innovative Research Group National Natural Science Foundation of China under Grant No. 51221961.

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Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 140Issue 6November 2014

History

Received: Mar 31, 2013
Accepted: Nov 22, 2013
Published online: Nov 25, 2013
Discussion open until: Aug 11, 2014
Published in print: Nov 1, 2014

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Authors

Affiliations

Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China (corresponding author). E-mail: [email protected]
Engineer, China Northeast Architectural Design & Research Institute Co., Ltd., No. 56 Guangrong St., Heping Dist., Shenyang 110055, China. E-mail: [email protected]
Engineer, China Petroleum Pipeline (CPP) Bureau, No. 6 Construction Company, No. 116 Dagang Gulin St., Binhai New Area, Tianjin 300272, China. E-mail: [email protected]
Yong-xue Wang [email protected]
Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China. E-mail: [email protected]
Ph.D. Candidate, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China. E-mail: [email protected]

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