Dam-break flows over mobile beds: experiments and benchmark tests for numerical models

被引:97
作者
Soares-Frazao, Sandra [1 ]
Canelas, Ricardo [2 ]
Cao, Zhixian [3 ]
Cea, Luis [4 ]
Chaudhry, Hanif M. [5 ]
Moran, Andres Die
El Kadi, Kamal
Ferreira, Rui [2 ]
Fraga Cadorniga, Ignacio [4 ]
Gonzalez-Ramirez, Noemi
Greco, Massimo [6 ]
Huang, Wei [3 ]
Imran, Jasim [5 ]
Le Coz, Jerome
Marsooli, Reza [7 ]
Paquier, Andre
Pender, Gareth [8 ]
Pontillo, Marianeve [6 ]
Puertas, Jeronimo [4 ]
Spinewine, Benoit
Swartenbroekx, Catherine
Tsubaki, Ryota [9 ]
Villaret, Catherine
Wu, Weiming [7 ]
Yue, Zhiyuan
Zech, Yves
机构
[1] Catholic Univ Louvain, Inst Mech Mat & Civil Engn IMMC, B-1348 Louvain, Belgium
[2] Inst Super Tecn, Porto, Portugal
[3] Wuhan Univ, Wuhan, Peoples R China
[4] Univ A Coruna, La Coruna, Spain
[5] Univ S Carolina, Columbia, SC 29208 USA
[6] Univ Naples Federico II, Naples, Italy
[7] Univ Mississippi, University, MS 38677 USA
[8] Heriot Watt Univ, Edinburgh EH14 4AS, Midlothian, Scotland
[9] Hiroshima Univ, Hiroshima 730, Japan
关键词
Benchmark test; dam break; experiment; numerical simulation; sediment; QUEBEC; FLOOD;
D O I
10.1080/00221686.2012.689682
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, the results of a benchmark test launched within the framework of the NSF-PIRE project "Modelling of Flood Hazards and Geomorphic Impacts of Levee Breach and Dam Failure" are presented. Experiments of two-dimensional dam-break flows over a sand bed were conducted at Universite catholique de Louvain, Belgium. The water level evolution at eight gauging points was measured as well as the final bed topography. Intense scour occurred close to the failed dam, while significant deposition was observed further downstream. From these experiments, a benchmark was proposed to the scientific community, consisting of blind test simulations, that is, without any prior knowledge of the measurements. Twelve different teams of modellers from eight countries participated in the study. Here, the numerical models used in this test are briefly presented. The results are commented upon, in view of evaluating the modelling capabilities and identifying the challenges that may open pathways for further research.
引用
收藏
页码:364 / 375
页数:12
相关论文
共 37 条
  • [1] Two-dimensional modeling of sediments deposits in dam reservoirs in Algeria
    Bessenasse, M
    Kettab, A
    Paquier, A
    [J]. HOUILLE BLANCHE-REVUE INTERNATIONALE DE L EAU, 2004, (01): : 31 - 36
  • [2] The drainage of the Lake Ha!Ha! reservoir and downstream geomorphic impacts along Ha!Ha! River, Saguenay area, Quebec, Canada
    Brooks, GR
    Lawrence, DE
    [J]. GEOMORPHOLOGY, 1999, 28 (1-2) : 141 - 168
  • [3] Canelas R., 2010, WORKSH DAM BREAK FLO
  • [4] Canelas R., 2010, THESIS U TECNICA LIS
  • [5] Computational dam-break hydraulics over erodible sediment bed
    Cao, Z
    Pender, G
    Wallis, S
    Carling, P
    [J]. JOURNAL OF HYDRAULIC ENGINEERING, 2004, 130 (07) : 689 - 703
  • [6] Cao Z., 2010, NSF PIRE 2010 WORKSH, P10
  • [7] The 1996 Lake Ha! Ha! breakout flood, Quebec: Test data for geomorphic flood routing methods
    Capart, H.
    Spinewine, B.
    Young, D. L.
    Zech, Y.
    Brooks, G. R.
    Leclerc, M.
    Secretan, Y.
    [J]. JOURNAL OF HYDRAULIC RESEARCH, 2007, 45 : 97 - 109
  • [8] CAPART H, 2000, THESIS UCL BELGIUM
  • [9] Unstructured finite volume discretization of two-dimensional depth-averaged shallow water equations with porosity
    Cea, L.
    Vazquez-Cendon, M. E.
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 2010, 63 (08) : 903 - 930
  • [10] Cea L., 2009, 33 IAHR C VANC, P3704