An implicit 1D-2D deeply coupled hydrodynamic model for shallow water flows

被引:1
|
作者
Hu, Dechao [1 ,2 ]
Chen, Zhengbing [3 ]
Li, Zhijing [1 ]
Zhu, Yonghui [1 ]
机构
[1] Changjiang River Sci Res Inst, River Dept, Wuhan 430010, Hubei, Peoples R China
[2] Huazhong Univ Sci & Technol, Sch Hydropower & Informat Engn, Wuhan 430074, Peoples R China
[3] Changjiang Inst Survey Planning Design & Res, Dept River & Lake Regulat, Wuhan, Peoples R China
关键词
1D-2D coupled model; Implicit hydrodynamic models; Domain decomposition; Dimension reduction; Solution across 1D-2D interface; Large river -lake system; NUMERICAL-MODEL;
D O I
10.1016/j.jhydrol.2024.130833
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The 1D-2D coupled hydrodynamic models have been widely developed, to simulate free-surface flows in large shallow water systems. A deeply coupled solution of 1D and 2D submodels refers to the involvement of a solution of flow equations across the 1D-2D interfaces, which will ensure the ability, stability and accuracy of the 1D-2D coupled model in simulating various flow regimes and scenarios. A deeply coupled solution is relatively easy for explicit submodels, but difficult for implicit submodels because of their complex iterative solutions. Techniques for coupling the solution of implicit 1D and 2D submodels are systematically studied, which includes a dimension reduction pretreatment for linking 1D and 2D grids, an upwind scaling method for solving the flow advection across a 1D-2D interface, a method for the drying-wetting simulation across 1D-2D interfaces, etc. The domaindecomposition prediction-correction method is extended to solve velocity-pressure coupling problems of the mixed 1D and 2D subdomains synchronously. Based on these techniques, a 1D-2D deeply coupled model is developed, which allows large time steps, requires only minor data exchange at 1D-2D interfaces, and can be well parallelized. Model test is first done using a real dam-break flow and a hypothetical periodic flow in an experimental flume, to demonstrate the ability of the new model in simulating unsteady supercritical and subcritical flows. The simulation results are shown to agree with the experimental measurements, the simulation results of an existing 1D-2D coupled model and the HEC-RAS. The second test uses a real large river-lake system, and the efficiency of the proposed model is compared with those of a pure 1D model, a pure 2D model and a newly reported 1D-2D coupled model (the proposed model is shown to run about 2 orders of magnitude faster than the newly reported model). Moreover, four 1D-2D coupled models, characterized by different levels of coupling degrees, are tested and compared. With the key physical terms of the governing equations being solved across the 1D-2D interfaces, the proposed model achieves essential improvements in accuracy compared to the loosely coupled model.
引用
收藏
页数:19
相关论文
共 50 条
  • [1] 1D-2D Coupled Numerical Model for Shallow-Water Flows
    Chen, Yongcan
    Wang, Zhiyong
    Liu, Zhaowei
    Zhu, Dejun
    JOURNAL OF HYDRAULIC ENGINEERING, 2012, 138 (02) : 122 - 132
  • [2] A novel 1D-2D coupled model for hydrodynamic simulation of flows in drainage networks
    Li, Qian
    Liang, Qiuhua
    Xia, Xilin
    ADVANCES IN WATER RESOURCES, 2020, 137
  • [3] A Coupled 1D-2D Hydrodynamic Model for Urban Flood Inundation
    Fan, Yuyan
    Ao, Tianqi
    Yu, Haijun
    Huang, Guoru
    Li, Xiaodong
    ADVANCES IN METEOROLOGY, 2017, 2017
  • [4] A 1D-2D Coupled Lattice Boltzmann Model for Shallow Water Flows in Large Scale River-Lake Systems
    Meng, Wanwan
    Cheng, Yongguang
    Wu, Jiayang
    Zhang, Chunze
    Xia, Linsheng
    APPLIED SCIENCES-BASEL, 2020, 10 (01):
  • [5] Parameter Optimization of Coupled 1D-2D Hydrodynamic Model for Urban Flood Inundation
    Ha, Chang-Young
    Kim, Beom-Jin
    Lee, Jae-Nam
    Kim, Byung-Hyun
    WATER, 2023, 15 (16)
  • [6] A coupled 1D-2D hydrodynamic model for flood simulation in flood detention basin
    Liu, Qiang
    Qin, Yi
    Zhang, Yang
    Li, Ziwen
    NATURAL HAZARDS, 2015, 75 (02) : 1303 - 1325
  • [7] Superposition of local zoom models and simultaneous calibration for 1D-2D shallow water flows
    Marin, J.
    Monnier, J.
    MATHEMATICS AND COMPUTERS IN SIMULATION, 2009, 80 (03) : 547 - 560
  • [8] An automatic mesh generator for coupled 1D-2D hydrodynamic models
    Kang, Younghun
    Kubatko, Ethan J.
    GEOSCIENTIFIC MODEL DEVELOPMENT, 2024, 17 (04) : 1603 - 1625
  • [9] A 1D-2D Coupled Hydrodynamic Model for River Flood Prediction in a Coastal Urban Floodplain
    Timbadiya, P. V.
    Patel, P. L.
    Porey, P. D.
    JOURNAL OF HYDROLOGIC ENGINEERING, 2015, 20 (02)
  • [10] The discontinuous Galerkin method for river-delta continuum by means of a coupled 1D-2D shallow water model
    Draoui, I.
    Lambrechts, J.
    Legat, V.
    Deleersnijder, E.
    RIVER FLOW 2022, 2024, : 137 - 145