Numerical simulation of dam-break flows with a high resolution finite volume method

被引：0
|
作者：
Zhou, JG [1 ]
Causon, DM [1 ]
Ingram, DM [1 ]
Mingham, CG [1 ]
机构：
[1] Manchester Metropolitan Univ, Ctr Math Modelling & Flow Anal, Manchester M15 6BH, Lancs, England
来源：
HYDRAULICS OF RIVERS WATER WORKS AND MACHINERY, VOL II, THEME D, PROCEEDINGS: 21ST CENTURY: THE NEW ERA FOR HYDRAULIC RESEARCH AND ITS APPLICATIONS | 2001年
关键词：
dam break; Godunov-type method; Riemann solver; shallow water equations;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In this paper, a numerical method for dam-break flows is presented. The method is based on the 2D shallow water equations with bed shear stress source terms. The equations are discretized and solved with the MUSCL-Hancock finite volume upwind scheme, in which the fluxes at cell interfaces are determined by the HLL approximate Riemann solver. The method is applied to predict a dam-break flow into an open channel. This demonstrated that the model is able to predict water surface with small amplitude waves as observed in real dam-break flows. The results are compared with experimental data of the CADAM project, which shows a good agreement. The method is conservative and robust.
引用
收藏
页码：779 / 784
页数：6
相关论文
共 50 条
  • [41] Modelling of dam-break sediment flows
    Silva, Jose Matos
    AIR, WATER AND SOIL QUALITY MODELLING FOR RISK AND IMPACT ASSESSMENT, 2007, : 259 - 269
  • [42] MODELING OF DAM-BREAK FLOWS WITH CONSERVATIVE LEVEL SET METHOD
    Strubelj, Luka
    Tiselj, Iztok
    PROCEEDINGS OF THE ASME FLUIDS ENGINEERING DIVISION SUMMER CONFERENCE, VOL 2, 2006, : 35 - 40
  • [43] High-resolution numerical simulations for two-dimensional dam-break problems
    Wang, Jiasong
    Ni, Hangen
    Jin, Sheng
    Shanghai Jiaotong Daxue Xuebao/Journal of Shanghai Jiaotong University, 1999, 33 (10): : 1213 - 1216
  • [44] Numerical Simulation and Risk Assessment of Cascade Reservoir Dam-Break
    Hu, Liangming
    Yang, Xu
    Li, Qian
    Li, Shuyu
    WATER, 2020, 12 (06)
  • [45] Numerical simulation of a dam-break with a wide range of shields parameter
    Di Cristo, C.
    Evangelista, S.
    Leopardi, A.
    Greco, M.
    Iervolino, M.
    RIVER FLOW 2014, 2014, : 1679 - 1687
  • [46] Experimental and Numerical Investigations of Two-Dimensional Dam-Break Flows
    LaRocque, Lindsey Ann
    Imran, Jasim
    Chaudhry, M. Hanif
    JOURNAL OF HYDRAULIC ENGINEERING, 2013, 139 (06) : 569 - 579
  • [47] Numerical simulation of cascaded dam-break flow in downstream reservoir
    Luo, Jing
    Xu, Weilin
    Tian, Zhong
    Chen, Huayong
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT, 2019, 172 (02) : 55 - 67
  • [48] Experimental and numerical investigations of similarity for dam-break flows on wet bed
    Wang, Bo
    Liu, Wenjun
    Wang, Wei
    Zhang, Jianmin
    Chen, Yunliang
    Peng, Yong
    Liu, Xin
    Yang, Sha
    JOURNAL OF HYDROLOGY, 2020, 583
  • [49] A Finite Volume Method for a 2D Dam-Break Simulation on a Wet Bed Using a Modified HLLC Scheme
    Salamttalab, Mohammad Milad
    Parmas, Behnam
    Alee, Hedi
    Hooshyaripor, Farhad
    Mehr, Ali Danandeh
    Vosoughifar, Hamidreza
    Hosseini, Seyed Abbas
    Maghrebi, Mohsen
    Noori, Roohollah
    WATER, 2023, 15 (21)
  • [50] Numerical simulation of dam-break flow impacting a stationary obstacle by a CLSVOF/IB method
    Yu, C. H.
    Wen, H. L.
    Gu, Z. H.
    An, R. D.
    COMMUNICATIONS IN NONLINEAR SCIENCE AND NUMERICAL SIMULATION, 2019, 79
12345