A Two-Dimensional Depth-Averaged Sediment Transport Mobile-Bed Model with Polygonal Meshes

被引:13
|
作者
Lai, Yong G. [1 ]
机构
[1] US Bur Reclamat, Tech Serv Ctr, Bldg 67,POB 25007, Denver, CO 80225 USA
关键词
sediment transport model; mobile-bed model; scour and erosion; 2D depth-averaged model; polygonal mesh; 3-DIMENSIONAL MODEL; FLOW; SIMULATION; EVOLUTION;
D O I
10.3390/w12041032
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A polygonal-mesh based numerical method is developed to simulate sediment transport in mobile-bed streams with free surfaces. The flow and sediment transport governing equations are depth-averaged and solved in the two-dimensional (2D) horizontal space. The flow and sediment transport are further coupled to the stream bed changes so that erosion and deposition processes are simulated together with the mobile bed changes. Multiple subsurface bed layers are allowed so that bed stratigraphy may be taken into consideration. The proposed numerical discretization is valid for the most flexible polygonal mesh type which includes all existing meshes in use such as the quadrilateral-triangle hybrid mesh. The finite-volume method is adopted such that the mass conservations of both water and sediment are satisfied locally and globally. The sediment transport and stream bed processes are formulated in a general way so that the proposed numerical method may be applied to a wide range of streams and suitable for practical stream applications. The technical details of the numerical method are presented; model verification and validation studies are reported using selected cases having physical model or field measured data. The developed model is intended for general-purpose use available to the public.
引用
收藏
页数:21
相关论文
共 50 条
  • [1] A depth-averaged two-dimensional model for flow, sediment transport, and bed topography in curved channels with riparian vegetation
    Wu, WM
    Shields, FD
    Bennett, SJ
    Wang, SSY
    WATER RESOURCES RESEARCH, 2005, 41 (03) : 1 - 15
  • [2] A depth-averaged two-dimensional numerical model of flow and sediment transport in open channels with vegetation
    Wu, WM
    Wang, SSY
    RIPARIAN VEGETATION AND FLUVIAL GEOMORPHOLOGY, 2004, 8 : 253 - 265
  • [3] Two-dimensional Depth-averaged Model Simulation
    Avramenko, Anna
    Hamalainen, Jari
    PROCEEDINGS OF THE INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS 2014 (ICNAAM-2014), 2015, 1648
  • [4] STABILITY ANALYSIS OF TWO-DIMENSIONAL DEPTH-AVERAGED MODEL
    TINGSANCHALI, T
    VONGVISESSOMAJI, S
    HWANG, GJ
    JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1989, 115 (09): : 1204 - 1222
  • [5] A depth-averaged two-dimensional sediment transport model for environmental studies in the Scheldt Estuary and tidal river network
    Gourgue, O.
    Baeyens, W.
    Chen, M. S.
    de Brauwere, A.
    de Brye, B.
    Deleersnijder, E.
    Elskens, M.
    Legat, V.
    JOURNAL OF MARINE SYSTEMS, 2013, 128 : 27 - 39
  • [6] Depth-Averaged Two-Dimensional Model of Unsteady Flow and Sediment Transport due to Noncohesive Embankment Break/Breaching
    Wu, Weiming
    Marsooli, Reza
    He, Zhiguo
    JOURNAL OF HYDRAULIC ENGINEERING, 2012, 138 (06) : 503 - 516
  • [7] Predicting contraction scour with a two-dimensional depth-averaged model
    Lai, Yong G.
    Greimann, Blair P.
    JOURNAL OF HYDRAULIC RESEARCH, 2010, 48 (03) : 383 - 387
  • [8] NUMERICAL SIMULATION OF MUDFLOW WITH A TWO-DIMENSIONAL DEPTH-AVERAGED MODEL
    Tion, Puay How
    Jun, Lim Jia
    Zakaria, Nor Azazi
    JURNAL TEKNOLOGI-SCIENCES & ENGINEERING, 2021, 83 (03): : 1 - 10
  • [9] Simulation of bend flow by a depth-averaged two-dimensional model
    Lien, HC
    Yang, JC
    Yeh, KC
    HYDRAULIC ENGINEERING SOFTWARE VI, 1996, : 195 - 204
  • [10] Application of a two-dimensional depth-averaged hydrodynamic tidal model
    Sankaranarayanan, S
    McCay, DF
    OCEAN ENGINEERING, 2003, 30 (14) : 1807 - 1832