Gate failure, numerical and physical modelling at Gouin dam

被引:0
|
作者
Carballada, L [1 ]
Han, S [1 ]
Lemay, M [1 ]
Stirbu, M [1 ]
Holder, G [1 ]
Collin, Y [1 ]
机构
[1] Hydro Quebec, Montreal, PQ, Canada
来源
Fluid Structure Interaction and Moving Boundary Problems | 2005年 / 84卷
关键词
gates; separation; vibrations; cavitation; dams; sluice; physical and numerical models;
D O I
暂无
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Gouin dam is the main structure on the Saint Maurice river. A gate failure in 2002 prompted this study. Over the years, many modifications and attempts to correct the problems and obtain smooth operation of the bottom outlets were carried out, but with limited success. The numerical results gave a good representation of the flow conditions in the zone of pressure flow before the separation and free surface flow zone but in this latter regime the results were less satisfactory. As a result, a new physical hydraulic model was requested and built. The solution retained has significant advantages when compared to the previous one. In summary, the numerical simulation, due to the power of a strong graphics display, allowed a good preliminary evaluation of the problems. However, a physical model was an essential tool in studying aspects such as air-water mixture and the free surface instability as well as giving information on the vibration and cavitation problems associated with the interaction of high velocity flow and the gate structure. A final solution was found.
引用
收藏
页码:131 / 140
页数:10
相关论文
共 50 条
  • [1] Numerical modelling of dam failure due to flow overtopping
    Tingsanchali, T
    Chinnarasri, C
    HYDROLOGICAL SCIENCES JOURNAL-JOURNAL DES SCIENCES HYDROLOGIQUES, 2001, 46 (01): : 113 - 130
  • [2] Numerical and physical hydraulic modelling for the upgrading of Canton dam
    Alden Research Laboratory Inc, 30 Shrewsbury, Holden, MA 01520-1843, United States
    不详
    不详
    Int J Hydropower Dams, 2008, 5 (76-78):
  • [3] Bottom outlet dam flow: physical and numerical modelling
    Daneshmand, Farhang
    Adamowski, Jan
    Liaghat, Tahereh
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT, 2014, 167 (03) : 176 - 184
  • [4] Numerical and physical modelling of massive rock slope failure
    Barla, Giovanni
    ROCK MECHANICS AND ROCK ENGINEERING, 2008, 41 (01) : 1 - 2
  • [5] Numerical and Physical Analysis on the Response of a Dam's Radial Gate to Extreme Loading Performance
    Faridmehr, Iman
    Farokhi Nejad, Ali
    Baghban, Mohammad Hajmohammadian
    Ghorbani, Reza
    WATER, 2020, 12 (09)
  • [6] InSAR and numerical modelling for tailings dam monitoring - the Cadia failure case study
    Bayaraa, Maral
    Sheil, Brian
    Rossi, Cristian
    GEOTECHNIQUE, 2022, 74 (10): : 985 - 1003
  • [7] COMPARISON OF INSAR AND NUMERICAL MODELLING FOR TAILINGS DAM MONITORING THE CADIA FAILURE, AUSTRALIA
    Bayaraa, M.
    Sheil, B.
    Rossi, C.
    2022 IEEE INTERNATIONAL GEOSCIENCE AND REMOTE SENSING SYMPOSIUM (IGARSS 2022), 2022, : 4 - 7
  • [8] Physical modelling of sliding failure of concrete gravity dam under overloading condition
    Zhu, Hong-Hu
    Yin, Jian-Hua
    Dong, Jian-Hua
    Zhang, Lin
    GEOMECHANICS AND ENGINEERING, 2010, 2 (02) : 89 - 106
  • [9] Editorial – Numerical and physical modelling of massive rock slope failure
    Giovanni Barla
    Rock Mechanics and Rock Engineering, 2008, 41 : 1 - 2
  • [10] Numerical and Physical Modelling of the Effect of a Dam on Powder Avalanche Motion: Comparison with Previous Approaches
    F. Naaim-Bouvet
    S. Pain
    M. Naaim
    T. Faug
    Surveys in Geophysics, 2003, 24 : 479 - 498