HydroSedFoam: A new parallelized two-dimensional hydrodynamic, sediment transport, and bed morphology model

被引:4
作者
Zhu, Zhenduo [1 ]
LeRoy, Jessica Zinger [2 ]
Rhoads, Bruce L. [2 ,3 ]
Garcia, Marcelo H. [3 ]
机构
[1] SUNY Buffalo, Dept Civil Struct & Environm Engn, Buffalo, NY 14260 USA
[2] Univ Illinois, Dept Geog & Geog Informat Sci, Urbana, IL 61801 USA
[3] Univ Illinois, Dept Civil & Environm Engn, Ven Te Chow Hydrosyst Lab, Urbana, IL 61801 USA
基金
美国国家科学基金会;
关键词
Bed morphology; Morphodynamics; Turbulence model; Sediment transport; HydroSedFoam; Parallelization; SHALLOW-WATER EQUATIONS; FLOW; ENTRAINMENT;
D O I
10.1016/j.cageo.2018.07.008
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Depth-averaged two-dimensional (2D) models are useful tools for understanding river morphodynamics through the computation of hydrodynamics, sediment transport, and an evolving river bed morphology. This paper presents a new parallelized 2D hydrodynamic, sediment transport, and bed morphology model, HydroSedFoam. The model uses the Message Passing Interface for code parallelization and adopts a depth-averaged k - epsilon turbulence model. Three different case studies, including a laboratory experiment, an analytical solution, and a field-scale river reach, show good agreement with HydroSedFoam simulations. Further development and modification of the model are relatively straightforward to accomplish within the OpenFOAM framework.
引用
收藏
页码:32 / 39
页数:8
相关论文
共 38 条
  • [1] Abad J.D., WATER RESOUR RES, V45
  • [2] 2D stream hydrodynamic, sediment transport and bed morphology model for engineering applications
    Abad, Jorge D.
    Buscaglia, Gustavo C.
    Garcia, Marcelo H.
    [J]. HYDROLOGICAL PROCESSES, 2008, 22 (10) : 1443 - 1459
  • [3] [Anonymous], 2001, THESIS
  • [4] AUDUSSE E., 2013, ESAIM P, V43, P80
  • [5] Badano ND, 2012, RIVER FLOW 2012, VOLS 1 AND 2, P557
  • [6] CFD modelling approach for dam break flow studies
    Biscarini, C.
    Di Francesco, S.
    Manciola, P.
    [J]. HYDROLOGY AND EARTH SYSTEM SCIENCES, 2010, 14 (04) : 705 - 718
  • [7] Well-balanced high-order centered schemes on unstructured meshes for shallow water equations with fixed and mobile bed
    Canestrelli, Alberto
    Dumbser, Michael
    Siviglia, Annunziato
    Toro, Eleuterio F.
    [J]. ADVANCES IN WATER RESOURCES, 2010, 33 (03) : 291 - 303
  • [8] Two-dimensional sediment transport models in shallow water equations. A second order finite volume approach on unstructured meshes
    Castro Diaz, M. J.
    Fernandez-Nieto, E. D.
    Ferreiro, A. M.
    Pares, C.
    [J]. COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2009, 198 (33-36) : 2520 - 2538
  • [9] EXPERIMENTS ON THE ENTRAINMENT OF SEDIMENT INTO SUSPENSION BY A DENSE BOTTOM CURRENT
    GARCIA, M
    PARKER, G
    [J]. JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 1993, 98 (C3) : 4793 - 4807
  • [10] ENTRAINMENT OF BED SEDIMENT INTO SUSPENSION
    GARCIA, M
    PARKER, G
    [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1991, 117 (04): : 414 - 435