Author:
Peng Yongqin,Diao Wei,Zhang Xujin,Zhang Chunze,Yang Shuqing
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.
Subject
Water Science and Technology,Aquatic Science,Geography, Planning and Development,Biochemistry
Reference24 articles.
1. Nonlinear Water Waves Generated by Submarine and Aerial Landslides
2. Method to guarantee accuracy of 3-D CFD simulation of water level in surge chamber;Cai;Wuhan Univ. J. (Eng. Sci. Ed.),2016
3. Experimental parametric study and design of Piano Key Weirs
4. Numerical simulation of flood inundation processes by 2D shallow water equations
5. Two-dimensional numerical simulation on spur dike circumfluence and local scour hole;Pan;J. Sichuan Univ. (Eng. Sci. Ed.),2005
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