Abstract

Water wave dynamics and its engineering application have always been a key issue in the field of hydraulics, and effective and efficient numerical methods need to be proposed to perform three-dimensional (3-D) simulation of large-scale water fluctuation in engineering practice. A single-phase free-surface lattice Boltzmann method (SPFS-LB method) is coupled with a large-eddy simulation approach for simulating large-scale free water surface flows, and the simulation is accelerated on a GPU (graphic processing unit). The coupling model is used to simulate the evolution process of dam-break wave after complete and partial dam-break. The formation mechanism of horizontal and vertical vortices in water after partial dam-break and the advance and evolution process of dam-break flow on non-contour riverbed are analyzed. The method has been verified to be reasonable and can obtain a more accurate time curve of water level fluctuation. Applying this method to practical arch dams, discharge coefficients consistent with empirical formulas can be obtained by comparison and analysis, and the surface flow phenomena (such as tongue diffusion, surface fragmentation, and surface fusion) can be well simulated by this method. In addition, based on the key technology of parallel computing on a GPU, the implementation of the SPFS-LB model on a GPU unit achieves tens of millions of lattice updates per second, which is over fifty times higher than that on a single CPU chip. It is proved that the proposed method for large-scale water fluctuations can be used to study practical engineering problems. The mathematical model method realizes the efficient and accurate simulation of practical physical problems.

Highlights

  • Water fluctuation phenomena such as waves and tiding exist widely in nature

  • The results indicate that the proposed method is efficient and accurate enough to study practical engineering flowSensitivity problems

  • The single phase free surface lattice Boltzmann (SPFS-lattice Boltzmann (LB)) model is coupled with the large-eddy simulation method in this paper, and the model successfully simulates several large-scale free surface flow problems in the field of hydraulic projects

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Summary

Introduction

Water fluctuation phenomena such as waves and tiding exist widely in nature. Water wave dynamics on large scales is one of the research focuses of hydraulic projects, such as the surges generated by landslides [1], water-level fluctuations in surge chambers [2], and flood discharge of spillways [3]. The above phenomena are large-scale free-surface (LS-FS) flows with the following features: (1) the viscosity and density ratios of the two phases are large; (2) the movements of the interface between the two phases are dominated by the phase with larger density and viscosity;. (3) the capillary effects on flows can be neglected. These hydraulic problems are quite complex, and they are vital to the safe operation and stability of the hydraulic projects. An intensive study on effective and efficient simulation of LS-FS flows is necessary.

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