Development of Depth-averaged Water and Sediment Routing Mathematical Model for the Lower Yellow River

被引:0
|
作者
Luo Qiushi [1 ,2 ]
Liu Jixiang [2 ]
Wang Hongmei [2 ]
Cheng Ji [2 ]
机构
[1] Yellow River Engn Consulting Co Ltd, Postdoctoral Res Inst, Zhengzhou 450003, Peoples R China
[2] Yellow River Engn Consulting Co Ltd, Zhengzhou 450003, Peoples R China
关键词
the lower Yellow River; water and sediment routing; mathematical model;
D O I
暂无
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Geometric properties of the lower Yellow River can be summarized as narrow channel, broaden floodplain and the flow velocity and direction in it may changes suddenly before and after overflowing the main channel. Grids generation of lower Yellow River was discussed and a hybrid grids arrangement which composed of quadrilateral grids in main channel and triangle grids in floodplain was suggested to adjust the characters of the lower Yellow River and control the grid number within a reasonable range to reduce the calculation work load. At the same time, a depth-averaged water and sediment routing mathematical model was built and validated with Yellow River water and sediment regulation test data. The validation results indicate that the model established here works excellently and the calculated results are in good agreement with the observed ones.
引用
收藏
页码:311 / 316
页数:6
相关论文
共 50 条
  • [41] Depth-averaged hydrodynamic model in curvilinear collocated grid
    Ye, J
    McCorquodale, JA
    [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1997, 123 (05): : 380 - 388
  • [42] DEPTH-AVERAGED OPEN-CHANNEL FLOW MODEL
    MOLLS, T
    CHAUDHRY, MH
    [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1995, 121 (06): : 453 - 465
  • [43] A depth-averaged non-cohesive sediment transport model with improved discretization of flux and source terms
    Zhao, Jiaheng
    Ozgen-Xian, Ilhan
    Liang, Dongfang
    Wang, Tian
    Hinkelmann, Reinhard
    [J]. JOURNAL OF HYDROLOGY, 2019, 570 : 647 - 665
  • [44] A Two-Dimensional Depth-Averaged Sediment Transport Mobile-Bed Model with Polygonal Meshes
    Lai, Yong G.
    [J]. WATER, 2020, 12 (04)
  • [45] Two-dimensional depth-averaged model simulation of suspended sediment concentration distribution in a groyne field
    Duan, Jennifer G.
    Nanda, S. K.
    [J]. JOURNAL OF HYDROLOGY, 2006, 327 (3-4) : 426 - 437
  • [46] A depth-averaged two-dimensional numerical model of flow and sediment transport in open channels with vegetation
    Wu, WM
    Wang, SSY
    [J]. RIPARIAN VEGETATION AND FLUVIAL GEOMORPHOLOGY, 2004, 8 : 253 - 265
  • [47] SEDIMENT HAZARDS IN THE LOWER YELLOW RIVER
    SHI Changxing (Supported by the National Natural Science Foundation of China) (Institute of Geography
    [J]. International Journal of Sediment Research, 1999, (02) : 25 - 30
  • [48] STABILITY ANALYSIS OF TWO-DIMENSIONAL DEPTH-AVERAGED MODEL
    TINGSANCHALI, T
    VONGVISESSOMAJI, S
    HWANG, GJ
    [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1989, 115 (09): : 1204 - 1222
  • [49] Physically based hydraulic jump model for depth-averaged computations
    Khan, AA
    Steffler, PM
    [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1996, 122 (10): : 540 - 548
  • [50] A depth-averaged model for Newtonian fluid flows in shallow microchannels
    Li, Di
    Song, Le
    Zhang, Cheng
    Yu, Liandong
    Xuan, Xiangchun
    [J]. PHYSICS OF FLUIDS, 2021, 33 (01)