Flux-form Eulerian-Lagrangian method for solving advective transport of scalars in free-surface flows

被引:0
|
作者
Hu D. [1 ,2 ]
Yao S. [2 ]
Qu G. [2 ]
Zhong D. [3 ]
机构
[1] School of Hydropower and Information Engineering, Huazhong Univ. of Science and Technology, Wuhan
[2] Dept. of River Engineering, Yangtze River Scientific Research Institute, 23 Huangpu St., Wuhan
[3] State Key Laboratory of Hydroscience and Engineering, Tsinghua Univ., Beijing
来源
Journal of Hydraulic Engineering | 2019年 / 145卷 / 03期
关键词
Conservative Eulerian-Lagrangian method; Free-surface flow; Multiscalar transport; Parallel computing; Scalar transport; Unstructured grid;
D O I
10.1061/(asce)hy.1943-7900.0001578
中图分类号
学科分类号
摘要
A two-dimensional (2D) flux-form Eulerian-Lagrangian method (FFELM) on unstructured grid is proposed for solving the advection equation in free-surface scalar transport models. The scalar concentrations of backtracking points are combined with timeinterpolated cell-face velocities to evaluate cell-face advective fluxes. A G-correction is defined as an additional mechanism to eliminate potential nonphysical oscillations by correcting the cell-face advective fluxes. A flux-form cell update is finally carried out to obtain new cell concentrations. The role of the G-correction in the FFELM is clarified using a test of scalar transport in unsteady open-channel flows. A solidbody rotation test, a laboratory bend-flume test, and a real river test (using a 600-km river reach of the upper Yangtze River) are used to demonstrate the FFELM. The FFELM is revealed in tests to achieve almost the same accuracy as a pure Eulerian-type method [the subcycling finite-volume method (SCFVM)] and a conservative ELM [the finite-volume ELM (FVELM)]. Relative to explicit Eulerian methods, the FFELM uses the information of backtracking points over an extended upwind dependence domain in evaluating cell-face advective fluxes, and allows larger time steps for which the Courant-Friedrichs-Lewy number (CFL) is greater than 1. In the real river test, stable and accurate FFELM simulations can be achieved at a time step for which the CFL is as large as 5. Efficiency issues of the FFELM are clarified using the bend-flume test (193,536 cells) and the real river test (213,363 cells). In solving a transport problem (using 1-32 kinds of scalars and 16 cores), a parallel run using the FFELM is 1.0-3.3 times faster than a parallel run using the SCFVM. The FFELM has a computational cost slightly less (15%-17%) than that of the FVELM. Moreover, the implementation of the FFELM is much easier than that of the FVELM, and extension of the 2D FFELM to its one-dimensional (1D) and three-dimensional (3D) versions is straightforward. © 2019 American Society of Civil Engineers.
引用
收藏
相关论文
共 34 条
  • [11] A SPINE-FLUX METHOD FOR SIMULATING FREE-SURFACE FLOWS
    MASHAYEK, F
    ASHGRIZ, N
    JOURNAL OF COMPUTATIONAL PHYSICS, 1995, 122 (02) : 367 - 379
  • [12] A HEIGHT FLUX METHOD FOR SIMULATING FREE-SURFACE FLOWS AND INTERFACES
    MASHAYEK, F
    ASHGRIZ, N
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 1993, 17 (12) : 1035 - 1054
  • [13] The Flux-Form Semi-Lagrangian Spectral Element (FF-SLSE) method for tracer transport
    Ullrich, Paul A.
    Norman, Matthew R.
    QUARTERLY JOURNAL OF THE ROYAL METEOROLOGICAL SOCIETY, 2014, 140 (680) : 1069 - 1085
  • [14] A new Lagrangian–Eulerian incompressible SPH method for simulating free surface flows
    Zohreh Heydari
    Gholamreza Shobeyri
    Seyed Hossein Ghoreishi Najafabadi
    Journal of the Brazilian Society of Mechanical Sciences and Engineering, 2022, 44
  • [15] A Lagrangian panel method in the time domain for moving free-surface potential flows
    D'Elía, J
    Storti, MA
    Oñate, E
    Idelsohn, SR
    INTERNATIONAL JOURNAL OF COMPUTATIONAL FLUID DYNAMICS, 2002, 16 (04) : 263 - 275
  • [16] An explicit Lagrangian finite element method for free-surface weakly compressible flows
    Massimiliano Cremonesi
    Simone Meduri
    Umberto Perego
    Attilio Frangi
    Computational Particle Mechanics, 2017, 4 : 357 - 369
  • [17] An explicit Lagrangian finite element method for free-surface weakly compressible flows
    Cremonesi, Massimiliano
    Meduri, Simone
    Perego, Umberto
    Frangi, Attilio
    COMPUTATIONAL PARTICLE MECHANICS, 2017, 4 (03) : 357 - 369
  • [18] A coupled arbitrary Lagrangian-Eulerian and Lagrangian method for computation of free surface flows with insoluble surfactants
    Ganesan, Sashikumaar
    Tobiska, Lutz
    JOURNAL OF COMPUTATIONAL PHYSICS, 2009, 228 (08) : 2859 - 2873
  • [19] An Arbitrary Lagrangian-Eulerian finite difference method for computations of free surface flows
    Hsu, MH
    Chen, CH
    Teng, WHS
    JOURNAL OF HYDRAULIC RESEARCH, 2001, 39 (05) : 481 - 491
  • [20] A new Lagrangian-Eulerian incompressible SPH method for simulating free surface flows
    Heydari, Zohreh
    Shobeyri, Gholamreza
    Najafabadi, Seyed Hossein Ghoreishi
    JOURNAL OF THE BRAZILIAN SOCIETY OF MECHANICAL SCIENCES AND ENGINEERING, 2022, 44 (09)