Comparison between a coupled 1D-2D model and a fully 2D model for supercritical flow simulation in crossroads

被引:23
|
作者
Ghostine, Rabih [1 ]
Hoteit, Ibrahim [1 ]
Vazquez, Jose [2 ]
Terfous, Abdelali [3 ]
Ghenaim, Abdellah [3 ]
Mose, Robert [2 ]
机构
[1] King Abdullah Univ Sci & Technol, Dept Appl Math, Thuwal, Saudi Arabia
[2] Inst Mecan Fluides & Solides, Dept Fluid Mech, Strasbourg, France
[3] Inst Natl Sci Appl, Dept Fluid Mech, Strasbourg, France
关键词
supercritical flow; finite volume; shallow water equations; fully 2D model; Coupled 1D-2D model; WATER-FLOW; 1D; INUNDATION; RIEMANN;
D O I
10.1080/00221686.2014.974081
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In open channel networks, flow is usually approximated by the one-dimensional (1D) Saint-Venant equations coupled with an empirical junction model. In this work, a comparison in terms of accuracy and computational cost between a coupled 1D-2D shallow water model and a fully two-dimensional (2D) model is presented. The paper explores the ability of a coupled model to simulate the flow processes during supercritical flows in crossroads. This combination leads to a significant reduction in the computational time, as a 1D approach is used in branches and a 2D approach is employed in selected areas only where detailed flow information is essential. Overall, the numerical results suggest that the coupled model is able to accurately simulate the main flow processes. In particular, hydraulic jumps, recirculation zones, and discharge distribution are reasonably well reproduced and clearly identified. Overall, the proposed model leads to a 30% reduction in run times.
引用
收藏
页码:274 / 281
页数:8
相关论文
共 50 条
  • [1] 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
  • [2] 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
  • [3] Flow Division Dynamics in the Mekong Delta: Application of a 1D-2D Coupled Model
    Eslami, Sepehr
    Hoekstra, Piet
    Kernkamp, Herman
    Nam Nguyen Trung
    Dung Do Duc
    Tho Tran Quang
    Februarianto, Mochamad
    Van Dam, Arthur
    van der Vegt, Maarten
    WATER, 2019, 11 (04)
  • [4] 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
  • [5] Coupled 1D/2D Hydraulic Simulation of the Model Muri
    Chibane, Tariq
    Paquier, Andre
    Benmamar, Saadia
    ADVANCES IN HYDROINFORMATICS: SIMHYDRO 2017 - CHOOSING THE RIGHT MODEL IN APPLIED HYDRAULICS, 2018, : 641 - 657
  • [6] A coupled 1D to 2D model for flood plain simulation
    Roubtsova, Varvara
    Tchamen, Georges
    Abdo, Joseph
    Kahawita, Rene
    RIVER FLOW 2006, VOLS 1 AND 2, 2006, : 415 - +
  • [7] The FLO Diffusive 1D-2D Model for Simulation of River Flooding
    Arico, Costanza
    Filianoti, Pasquale
    Sinagra, Marco
    Tucciarelli, Tullio
    WATER, 2016, 8 (05)
  • [8] Flood wave simulation with 1D-2D coupled models
    Latorre, B.
    Burguete, J.
    Murillo, J.
    Brufau, P.
    Garcia-Navarro, P.
    Petaccia, G.
    Calvo, B.
    Savi, F.
    INTEGRATING WATER SYSTEMS, 2010, : 735 - +
  • [9] 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
  • [10] The Sensitivity Analysis of Parameters in the 1D-2D Coupled Model for Urban Flooding
    Tang, Zuohuai
    Chu, Junying
    Zhou, Zuhao
    Zhou, Tianhong
    Yuan, Kangqi
    APPLIED SCIENCES-BASEL, 2025, 15 (04):