Abstract

With wide applications, the smoothed particle hydrodynamics method (abbreviated as SPH) has become an important numerical tool for solving complex flows, in particular those with a rapidly moving free surface. For such problems, the incompressible Smoothed Particle Hydrodynamics (ISPH) has been shown to yield better and more stable pressure time histories than the traditional SPH by many papers in literature. However, the existing ISPH method directly approximates the second order derivatives of the functions to be solved by using the Poisson equation. The order of accuracy of the method becomes low, especially when particles are distributed in a disorderly manner, which generally happens for modelling violent water waves. This paper introduces a new formulation using the Rankine source solution. In the new approach to the ISPH, the Poisson equation is first transformed into another form that does not include any derivative of the functions to be solved, and as a result, does not need to numerically approximate derivatives. The advantage of the new approach without need of numerical approximation of derivatives is obvious, potentially leading to a more robust numerical method. The newly formulated method is tested by simulating various water waves, and its convergent behaviours are numerically studied in this paper. Its results are compared with experimental data in some cases and reasonably good agreement is achieved. More importantly, numerical results clearly show that the newly developed method does need less number of particles and so less computational costs to achieve the similar level of accuracy, or to produce more accurate results with the same number of particles compared with the traditional SPH and existing ISPH when it is applied to modelling water waves.

Highlights

  • Smoothed Particle Hydrodynamics (SPH) is a Lagrangian meshless particle method

  • To show how many particles should be used in this case, some results of free surface profiles at different time instants are presented in Fig.11, which are computed by using the ISPH_R method with a time step of '~t 0.008

  • In order to study how the numerical results changes with the different lengths of time steps, the ISPH_R method is employed to simulate the same case as in Fig. 11 by using '~t 0.012, 0.010, 0.008, 0.006 (corresponding to 0.8, 0.67, 0.53 and 0.4 of the CFL (Courant–Friedrichs–Lewy) number calculated by using the velocity equal to ඥ݃‫ )ܪ‬

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Summary

Introduction

Smoothed Particle Hydrodynamics (SPH) is a Lagrangian meshless particle method. It was originally developed to simulate astrodynamics [1, 2] but has been extended to model dynamics problems with violent motions in many areas [3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23]. As indicated by many researchers, e.g., Rafiee et al [13] and Lee et al [22], the WCSPH has several advantages, such as that it is easy to be programmed and does not need to solve pressure boundary value problem It has at least two weaknesses [13, 22]: (a) requiring use of very small time steps and (b) resulting in significant spurious pressure fluctuations in space and time domain. The convergence rate of ISPH results is much higher than that of the WCSPH The drawback of this formulation is obvious as it needs to solve the boundary value problem defined by the Poisson equation at each time step, which is recognised to consume a significant amount of computational time. According to our benchmark tests presented in this paper below, the ISPH_R method can give more accurate results and consume less computational time when modelling water waves

Traditional SPH method
ISPH method
SPH CI SPH1 CI SPH2
Solid boundary conditions
Free surface condition and Free surface particle identification
Dam breaking flow
Dam breaking flow with non-breaking waves
Dam breaking flow with breaking waves
Sloshing waves in a moving tank
Small amplitude sloshing h p1 d h1 l
Violent sloshing
Lid-driven cavity flow
Findings
Conclusion

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