A comparison of Eulerian and Lagrangian transport and non-linear reaction algorithms

被引:62
作者
Benson, David A. [1 ]
Aquino, Tomas [2 ]
Bolster, Diogo [2 ]
Engdahl, Nicholas [3 ]
Henri, Christopher V. [4 ]
Fernandez-Garcia, Daniel [4 ]
机构
[1] Colorado Sch Mines, Hydrol Sci & Engn, Golden, CO 80401 USA
[2] Univ Notre Dame, Civil & Environm Engn, Notre Dame, IN 46556 USA
[3] Washington State Univ, Civil & Environm Engn, Pullman, WA 99164 USA
[4] Univ Politecn Cataluna, Dept Geotech Engn & Geosci, Barcelona, Spain
基金
美国国家科学基金会;
关键词
Particle tracking; Chemical reaction; Numerical dispersion; Nonlinear amplification; DISCONTINUOUS GALERKIN METHOD; POROUS-MEDIA; PARTICLE TRACKING; SOLUTE TRANSPORT; GROUNDWATER; ADVECTION; FLUX; SIMULATIONS; FLOW; BIODEGRADATION;
D O I
10.1016/j.advwatres.2016.11.003
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
When laboratory-measured chemical reaction rates are used in simulations at the field-scale, the models typically overpredict the apparent reaction rates. The discrepancy is primarily due to poorer mixing of chemically distinct waters at the larger scale. As a result, realistic field-scale predictions require accurate simulation of the degree of mixing between fluids. The Lagrangian particle-tracking (PT) method is a now-standard way to simulate the transport of conservative or sorbing solutes. The method's main advantage is the absence of numerical dispersion (and its artificial mixing) when simulating advection. New algorithms allow particles of different species to interact in nonlinear (e.g., bimolecular) reactions. Therefore, the PT methods hold a promise of more accurate field-scale simulation of reactive transport because they eliminate the masking effects of spurious mixing due to advection errors inherent in grid-based methods. A hypothetical field-scale reaction scenario is constructed and run in PT and Eulerian (finitevolume/ finite-difference) simulators. Grid-based advection schemes considered here include 1st-to 3rd-order spatially accurate total-variation-diminishing flux-limiting schemes, both of which are widely used in current transport/reaction codes. A homogeneous velocity field in which the Courant number is everywhere unity, so that the chosen Eulerian methods incur no error when simulating advection, shows that both the Eulerian and PT methods can achieve convergence in the L-1 (integrated concentration) norm, but neither shows stricter pointwise convergence. In this specific case with a constant dispersion coefficient and bimolecular reaction A + B -> P, the correct total amount of product is 0.221 M-A0, where M-A0 is the original mass of reactant A. When the Courant number drops, the grid-based simulations can show remarkable errors due to spurious over-and under-mixing. In a heterogeneous velocity field (keeping the same constant and isotropic dispersion), the PT simulations show an increased reaction total from 0.221 M-A0 to 0.372 M-A0 due to fluid deformation, while the 1st-order Eulerian simulations using approximate to 10(6) cells (with a classical grid Peclet number Delta x/alpha L of 10) have total product of 0.53 M-A0, or approximately twice as much additional reaction due to advection error. The 3rd-order TVD algorithm fares better, with total product of 0.394 M-A0, or about 1.14 times the increased reaction total. A very strict requirement on grid Peclet numbers for Eulerian simulations will be required for realistic reactions because of their nonlinear nature. We analytically estimate the magnitude of the effect for the end-member cases of very fast and very slow reactions and show that in either case, the mass produced is proportional to 1/root Pe, where Pe is the Peclet number. Therefore, extra mass is produced according to root D, where the dispersion includes any numerical dispersion error. We test two PT methods, one that kills particles upon reaction and another that decrements a particle's mass. For the bimolecular reaction studied here, the computational demands of the particle-killing methods are much smaller than, and the particle-number-preserving algorithm are on par with, the fastest Eulerian methods. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:15 / 37
页数:23
相关论文
共 111 条
  • [1] [Anonymous], 1999, DOCUMENTATION USERS
  • [2] [Anonymous], 2005, GEOCHEMISTRY GROUNDW
  • [3] Two-dimensional reactive transport modeling of CO2 injection in a saline Aquifer at the Sleipner site, North Sea
    Audigane, Pascal
    Gaus, Irina
    Czernichowski-Lauriol, Isabelle
    Pruess, Karsten
    Xu, Tianfu
    [J]. AMERICAN JOURNAL OF SCIENCE, 2007, 307 (07) : 974 - 1008
  • [4] Smooth Particle Hydrodynamics with nonlinear Moving-Least-Squares WENO reconstruction to model anisotropic dispersion in porous media
    Avesani, Diego
    Herrera, Paulo
    Chiogna, Gabriele
    Bellin, Alberto
    Dumbser, Michael
    [J]. ADVANCES IN WATER RESOURCES, 2015, 80 : 43 - 59
  • [5] DISCONTINUOUS GALERKIN METHODS FOR ADVECTION-DIFFUSION-REACTION PROBLEMS
    Ayuso, Blanca
    Marini, L. Donatella
    [J]. SIAM JOURNAL ON NUMERICAL ANALYSIS, 2009, 47 (02) : 1391 - 1420
  • [6] Analytic solutions for groundwater whirls in box-shaped, layered anisotropic aquifers
    Bakker, M
    Hemker, K
    [J]. ADVANCES IN WATER RESOURCES, 2004, 27 (11) : 1075 - 1086
  • [7] Modelling the fate of oxidisable organic contaminants in groundwater
    Barry, DA
    Prommer, H
    Miller, CT
    Engesgaard, P
    Brun, A
    Zheng, C
    [J]. ADVANCES IN WATER RESOURCES, 2002, 25 (8-12) : 945 - 983
  • [8] Applicability regimes for macroscopic models of reactive transport in porous media
    Battiato, I.
    Tartakovsky, D. M.
    [J]. JOURNAL OF CONTAMINANT HYDROLOGY, 2011, 120-21 : 18 - 26
  • [9] On breakdown of macroscopic models of mixing-controlled heterogeneous reactions in porous media
    Battiato, I.
    Tartakovsky, D. M.
    Tartakovsky, A. M.
    Scheibe, T.
    [J]. ADVANCES IN WATER RESOURCES, 2009, 32 (11) : 1664 - 1673
  • [10] Efficient random walk particle tracking algorithm for advective-dispersive transport in media with discontinuous dispersion coefficients and water contents
    Bechtold, M.
    Vanderborght, J.
    Ippisch, O.
    Vereecken, H.
    [J]. WATER RESOURCES RESEARCH, 2011, 47