On the application of the depth-averaged random walk method to solute transport simulations
Most numerical studies on solute mixing rely on mesh-based methods, and complicated schemes have been developed to enhance numerical stability and reduce artificial diffusion. This paper systematically studies the depth-averaged random walk scheme, which is a meshfree method with the merits of being...
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Published in | Journal of hydroinformatics Vol. 22; no. 1; pp. 33 - 45 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
London
IWA Publishing
01.01.2020
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Online Access | Get full text |
ISSN | 1464-7141 1465-1734 |
DOI | 10.2166/hydro.2019.015 |
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Abstract | Most numerical studies on solute mixing rely on mesh-based methods, and complicated schemes have been developed to enhance numerical stability and reduce artificial diffusion. This paper systematically studies the depth-averaged random walk scheme, which is a meshfree method with the merits of being highly robust and free of numerical diffusion. First, the model is used to solve instantaneous release problems in uniform flows. Extensive parametric studies are carried out to investigate the influences of the number of particles and the size of time steps. The predictions are shown to be independent of time steps but are sensitive to the particle numbers. Second, the model is applied to the solute transport problem along an estuary subject to extensive wetting and drying during tidal oscillations. Finally, the model is used to investigate the wind-induced chaotic mixing in a shallow basin. The effect of diffusion on the chaotic mixing is investigated. This study proposes a generic sampling method to interpret the output of the random walk method and highlights the importance of accurately taking diffusion into account in analysing the transport phenomena. The sampling technique also offers a guideline for estimating the total number of particles needed in the application. |
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AbstractList | Most numerical studies on solute mixing rely on mesh-based methods, and complicated schemes have been developed to enhance numerical stability and reduce artificial diffusion. This paper systematically studies the depth-averaged random walk scheme, which is a meshfree method with the merits of being highly robust and free of numerical diffusion. First, the model is used to solve instantaneous release problems in uniform flows. Extensive parametric studies are carried out to investigate the influences of the number of particles and the size of time steps. The predictions are shown to be independent of time steps but are sensitive to the particle numbers. Second, the model is applied to the solute transport problem along an estuary subject to extensive wetting and drying during tidal oscillations. Finally, the model is used to investigate the wind-induced chaotic mixing in a shallow basin. The effect of diffusion on the chaotic mixing is investigated. This study proposes a generic sampling method to interpret the output of the random walk method and highlights the importance of accurately taking diffusion into account in analysing the transport phenomena. The sampling technique also offers a guideline for estimating the total number of particles needed in the application. |
Author | Liang, Dongfang Xiao, Yang Wu, Xuefei Yang, Fan |
Author_xml | – sequence: 1 givenname: Fan surname: Yang fullname: Yang, Fan organization: Department of Engineering, University of Cambridge, Trumpington Street, Cambridge CB2 1PZ, UK – sequence: 2 givenname: Dongfang surname: Liang fullname: Liang, Dongfang organization: Department of Engineering, University of Cambridge, Trumpington Street, Cambridge CB2 1PZ, UK – sequence: 3 givenname: Xuefei surname: Wu fullname: Wu, Xuefei organization: School of Environment and Resource, Southwest University of Science and Technology, Sichuan 621010, China – sequence: 4 givenname: Yang surname: Xiao fullname: Xiao, Yang organization: State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, China |
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Cites_doi | 10.1007/978-94-011-3694-5 10.1016/j.envsoft.2003.07.005 10.1680/wame.2001.148.3.167 10.29007/gd96 10.1016/j.atmosenv.2006.05.086 10.1080/00221689209498945 10.1016/j.advwatres.2006.01.005 10.1016/j.jhydrol.2018.01.053 10.1016/j.envsoft.2010.06.008 10.1061/(ASCE)0733-9429(1997)123:4(303) 10.1016/j.jcp.2007.04.005 10.1061/(ASCE)0733-9429(2006)132:4(371) |
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SubjectTerms | Accuracy Computer simulation Diffusion Diffusion effects Drying Estuaries Estuarine dynamics Finite element method Flow velocity Mathematical models Meshless methods Methods Numerical stability Oscillations Pollutants Random walk Robustness (mathematics) Sampling Solute transport Solutes Tidal oscillations Transport Transport phenomena Uniform flow Wetting Wind effects |
Title | On the application of the depth-averaged random walk method to solute transport simulations |
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