Sensitivity of Lagrangian Particle Tracking Based on a 3D Numerical Model

Abstract

The aim of the paper is to investigate in detail the sensitivity of particles displacement based on method of Lagrangian particle tracking in combination with a 3D Eulerian numerical model that was developed by the first author, namely FSUM. The characteristic parameters used for this research include the possibilities of random movement, settling velocity of solid particle, horizontal and vertical diffusion coefficients and condition of particle fixed with a constant distance under water surface. The first part is on the fluid flow model. It includes 3D Navier-Stokes equations together with the initial and boundary conditions that were numerically solved with the finite difference method and coded with FORTRAN 90/95 using parallel technique with OpenMP. A semi-Lagrangian treatment of the advective terms was used. The second part is related to Lagrangian particle tracking model and was solved with the fourth Runge-Kutta method. Model was applied for Strait of Johor and has been calibrated by using measured data on water level and velocity at one station. Eight cases of simulations with many different options were carried out. Through computed cases it shows that random term and settling velocity are very important factors for the behavior of particle trajectory. Although the random diffusion is minor in comparison with flow velocity, but it can rearrange the initial distribution of particles then the cluster of particles become more dispersive during the process of movement. In addition, introducing settling velocity of particle makes a big change on the trajectory of particle that becomes more suitable to sediment transport. The study gave a comprehensive picture on particle movement. The model also showed its possibilities of multiform applications in simulation and prediction for the different problems in practice.

Share and Cite:

D. Chung and N. Duyen, "Sensitivity of Lagrangian Particle Tracking Based on a 3D Numerical Model," Journal of Modern Physics, Vol. 3 No. 12, 2012, pp. 1972-1978. doi: 10.4236/jmp.2012.312246.

Conflicts of Interest

The authors declare no conflicts of interest.

References

[1] W. E. Hathorn, “Simplified Approach to Particle Tracking Methods for Contaminant Transport,” Journal of Hydraulic Engineering, Vol. 123, No. 12, 1997, pp. 1157- 1160. doi:10.1061/(ASCE)0733-9429(1997)123:12(1157)
[2] C. F. Scott, “Particle Tracking Simulation of Pollutant Discharges,” Journal of Environmental Engineering, Vol. 123, No. 9, 1977, pp. 0919-0927.
[3] N. J. MacDonald, et al., “Particle Tracking Model Report 1: Model Theory, Implementation, and Example Applications,” Working Paper, US Army Engineer Research and Development Center, ERDC/CHL TR-06-20, 2006.
[4] C.-H. Park, et al., “A Study of Preferential Flow in Heterogeneous Media Using Random Walk Particle Tracking,” Geosciences Journal, Vol. 12, No. 3, 2008, pp. 285- 297. doi:10.1007/s12303-008-0029-2
[5] A. E. Hassan and M. M. Mohamed, “On Using Particle Tracking Methods to Simulate Transport in Single-Continuum and Dual Continua Porous Media,” Journal of Hydrology, Vol. 275, No. 3-4, 2003, pp. 242-260. doi:10.1016/S0022-1694(03)00046-5
[6] E. M. LaBolle, G. E. Fogg and A. F. B. Tompson, “Random Walk Simulation of Transport in Heterogeneous Porous Media: Local Mass-Conservation Problem and Implementation Methods,” Water Resources Research, Vol. 32, No. 2, 1996, pp. 583-593. doi:10.1029/95WR03528
[7] P. Salamon, “On Modeling Contaminant Transport in Complex Porous Media Using Random Walk Particle Tracking,” Ph.D. Thesis, Instituto de Ingenieria del Agua y Medio Ambiente Universidad Politecnica de Valencia, 2006.
[8] K. A. Korotenko, et al., “Particle Tracking Method in the Approach for Prediction of Oil Slick Transport in the Sea: Modeling Oil Pollution Resulting from River Input,” Journal of Marine Systems, Vol. 48, No. 1-4, 2004, pp. 159-170. doi:10.1016/j.jmarsys.2003.11.023
[9] D. H. Chung, “On FSUM Model and Application,” Vietnam Journal of Mechanics, Vol. 30, No. 4, 2008, pp. 237- 247.
[10] D. H. Chung, “Numerical Simulation of Sediment Transport from Ba Lat Mouth and the Process of Coastal Morphology,” Journal of Geophysics and Engineering, Vol. 5, No. 1, 2008, pp. 46-53. doi:10.1088/1742-2132/5/1/005
[11] D. W. Dunsbergen and G. S. Stalling, “The Combination of a Random Walk Method and a Hydrodynamic Model for the Simulation of Dispersion of Dissolved Matter in Water,” Transactions on Ecology and the Environment Vol. 2, WIT Press, 1993.
[12] D. H. Chung, “Effects of Temperature and Salinity on the Suspended Sand Transport,” International Journal of Numerical Methods for Heat & Fluid Flow, Vol. 17, No. 5, pp. 512-521. doi:10.1108/09615530710752973
[13] V. Casulli and G. S. Stelling, “Numerical Simulation of 3D Quasi-Hydrostatic, Free-Surface Flows,” Journal of Hydraulic Engineering, Vol. 124, No. 7, 1998, pp. 678-698. doi:10.1061/(ASCE)0733-9429(1998)124:7(678)
[14] D. H. Chung and D. Eppel, ‘‘Effects of Some Parameters on Numerical Simulation of Coastal Bed Morphology,” International Journal of Numerical Methods for Heat & Fluid Flow, Vol. 18, No. 5, 2008, pp. 575-592. doi:10.1108/09615530810879729
[15] H. Kapitza, “TRIM Documentation Manual,” Working Paper, GKSS Institute for Coastal Research, 2001.
[16] J. D. Hoffman, “Numerical Methods for Engineers and Scientists,” McGraw-Hill International Edition, 2001.
[17] M. Hermanns, “Parallel Programming in FORTRAN 95 using OpenMP,” Working Paper, School of Aeronautical Engineering, Universidad Politécnica de Madrid, Madrid, 2002.
[18] P. M. Craig, “User’ Manual for EFDC_Explorer: A Pre/ Post Processor for the Environmental Fluid Dynamics Code,” Working Paper, Dynamic Solutions-International, Knoxville, 2011.
[19] J. M. Hamrick, “A Three Dimensional Environmental Fluid Dynamics Computer Code: Theoretical and Computational Aspects,” Working Paper, The College of William and Mary, Virginia Institute of Marine Science, Special Report, Vol. 317, 1992, p. 63.
[20] R. Soulsby, “Dynamics of Marine Sands,” Thomas Telford Publications, Thomas Telford Services Ltd., London, 1997.

Copyright © 2024 by authors and Scientific Research Publishing Inc.

Creative Commons License

This work and the related PDF file are licensed under a Creative Commons Attribution 4.0 International License.