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

Journal of Hydraulic Research

Volumn 50, Issue 4, 2012, Pages 364-375

  Soares Frazo, Sandra ^a   Canelas, Ricardo ^b   Cao, Zhixian ^c   Cea, Luis ^d   Chaudhry, Hanif M ^e   Die Moran, Andres ^f   El Kadi, Kamal ^f   Ferreira, Rui ^b   Cadórniga, Ignacio Fraga ^d   Gonzalez Ramirez, Noemi ^g   Greco, Massimo ^h   Huang, Wei ^c   Imran, Jasim ^e   Le Coz, Jérme ⁱ   Marsooli, Reza ^j   Paquier, André ⁱ   Pender, Gareth ^k   Pontillo, Marianeve ^h   Puertas, Jeronimo ^d   Spinewine, Benoit ^a   Swartenbroekx, Catherine ^a   Tsubaki, Ryota ^a   Villaret, Catherine ^l   Wu, Weiming ^j   Yue, Zhiyuan ^m   Zech, Yves ^a   more..

^a UNIVERSITÉ CATHOLIQUE DE LOUVAIN   (Belgium)

^b INSTITUTO SUPERIOR TÉCNICO   (Portugal)

^c WUHAN UNIVERSITY   (China)

^d UNIVERSITY OF A CORUÑA   (Spain)

^e UNIVERSITY OF SOUTH CAROLINA   (United States)

^f EDF R AND D   (France)

^g RiverFlo 2D ^*  (United States)

^h UNIVERSITY OF NAPLES FEDERICO II   (Italy)

ⁱ CEMAGREF   (France)

^j UNIVERSITY OF MISSISSIPPI   (United States)

^k HERIOT WATT UNIVERSITY   (United Kingdom)

^l HIROSHIMA UNIVERSITY   (Japan)

^m Yangtze River Waterway Research Institute   (China)

more..

Author keywords

Benchmark test; dam break; experiment; numerical simulation; sediment

Indexed keywords

BED TOPOGRAPHY; BELGIUM; BENCHMARK TESTS; BLIND TEST; DAM FAILURE; DAM-BREAK FLOW; DAM-BREAKS; FLOOD HAZARDS; GEOMORPHIC IMPACTS; LEVEE BREACHES; MOBILE BED; PRIOR KNOWLEDGE; SAND-BEDS; SCIENTIFIC COMMUNITY;

BENCHMARKING; COMPUTER SIMULATION; DAMS; NUMERICAL MODELS; SEDIMENTS; WATER LEVELS;

EXPERIMENTS;

BEDFORM; BENCHMARKING; DAM FAILURE; DEPOSITION; EXPERIMENTAL STUDY; FLOODING; FLOW MODELING; FLOW PATTERN; GAUGE; GEOMORPHOLOGY; HAZARD ASSESSMENT; LEVEE; MOBILITY; NUMERICAL MODEL; SAND; SCOUR; SEDIMENT TRANSPORT; TWO-DIMENSIONAL FLOW; WATER LEVEL;

BELGIUM;

EID: 84865264739     PISSN: 00221686     EISSN: None     Source Type: Journal    
DOI: 10.1080/00221686.2012.689682     Document Type: Article

References (37)

1. Bessenasse M., Kettab A., Paquier A. (2004). Modélisation bidimensionnelle du dépôt de sédiments dans un barrage en Algérie (Two-dimensional modeling of sediment deposits in dam reservoirs in Algeria). La Houille Blanche 59(1), 31-36 [in French]. (Pubitemid 38485377)
2. Brooks, G.R., Lawrence, D.E. (1999). The drainage of the Lake Ha! Ha! Reservoir and downstream geomorphic impacts along Ha! Ha! River, Saguenay Area, Quebec, Canada. Geomorphology 28(1-2), 141-168.
3. Canelas, R. (2010). 2D mathematical modeling of discontinuous shallow sediment-laden flows. Master Thesis. Instituto Superior Técnico, Universidade Técnica de Lisboa, Lisboa.
4. Canelas, R., Ferreira, R. (2010).Workshop on dam-break flows: Description of computational model SF2D. NSF-PIRE 2010 Workshop Dam-break flow on mobile bed, private communication at http://www.uclouvain.be/373040.html, 7 p.
5. Cao, Z., Huang, W., Yue, Z., Pender, G. (2010). Coupled 2D mathematical modeling of dam break flow over erodible bed: UCL test case. NSF-PIRE 2010 Workshop Dam-break flow on mobile bed, private communication at http://www.uclouvain.be/373040.html, 10 p.
6. Cao, Z.X., Pender, G., Wallis, S., Carling, P. (2004). Computational dam-break hydraulics over erodible sediment bed, J. Hydraulic Res. 130(7), 689-703. (Pubitemid 38933202)
7. Capart, H. (2000). Dam-break induced geomorphic flows and the transition from solid-to fluid-like behaviour across evolving interfaces. PhD thesis. UCL, Belgium.
8. Capart, H., Spinewine, B., Young, D.L., Zech, Y., Brooks, G.R., Leclerc, M., Secretan, Y. (2007). The 1996 Lake Ha! Ha! breakout flood, Québec: Test data for geomorphic flood routing methods. J. Hydraulic Res. 45(Extra Issue), 97-109. (Pubitemid 46620623)
9. Cea, L., Puertas, J., Fraga, I., Trell, R., Balairon, L. (2009). Numerical modelling of the effects of river discharge regulation on the morphology and sediment transport dynamics in a shallow estuary. 33rd IAHR Congress, Vancouver, 3704-3711 (CD-ROM).
10. Cea, L., Vázquez-Cendón, M.E. (2010). Unstructured finite volume discretization of two-dimensional depth-averaged shallow water equations with porosity. Int. J. Num. Meth. Fluids 63(8), 903-930.
11. Cea, L., Fraga, I., Puertas, J. (2010). Workshop on dam-break flows: Proposed benchmark Two-dimensional dam-break flow on movable bed. NSF-PIRE 2010 workshop 'Dam-break flow on mobile bed', private communication at http://www.uclouvain.be/373040.html, 9 p.
12. Die Moran, A., El Kadi Abderrezzak, K., Villaret, C. (2010). Workshop Two-dimensional depth-averaged dam-break flow on mobile bed. Results submission. NSF-PIRE 2010 Workshop Dam-break flow on mobile bed, private communication at http://www.uclouvain.be/373040.html, 1 p.
13. Ferreira, R.M.L., Franca, M.J., Leal, J.G.A.B., Cardoso A.H. (2009). Mathematical modelling of shallow flows: Closure models drawn from grain-scale mechanics of sediment transport and flow hydrodynamics. Canadian Journal of Civil Engineering (CJCE), 36(10), 1605-1621.
14. Gonzalez-Ramirez, N. (2010). Description of benchmark simulation Two-dimensional dam-break flow on movable bed. NSF-PIRE 2010Workshop 'Dam-break flow on mobile bed', private communication at http://www.uclouvain.be/373040. html, 13 pages.
15. Hervouet, J.M., Petitjean, A. (1999). Malpasset dam-break revisited with two-dimensional computations. J. Hydraulic Res. 37(6), 777-788.
16. Nguyen, D.K., Shi, Y.-E., Wang, S.S.Y., Nguyen, T.H. (2006). 2D Shallow-water model using unstructured Finite-Volumes Methods. J. Hydraulic Eng. 132(3), 258-269. (Pubitemid 43263810)
17. Paquier, A. (2009). Logiciel Rubar 20. Notice d'emploi. Cemagref, Unité de Recherche Hydrologie-Hydraulique, Lyon, France, 60 p. [in French].
18. Paquier, A., Le Coz, J. (2010). Workshop on dam-break flows. Benchmark: 2D dam-break flow on movable bed. Description of calculations performed by Cemagref. NSF-PIRE 2010 Workshop 'Dam-break flow on mobile bed', private communication at http://www.uclouvain.be/373040.html, 3 p.
19. Parker, G., Solari, I., Seminara, G. (2003). Bed load at low Shield stress and arbitrarily sloping beds: Alternative entrainment formulation. Water Resources Research 39(7), 1183-1192.
20. Pontillo, M., Greco, M. (2010). PIRE Benchmark. NSF-PIRE 2010 Workshop 'Dam-break flow on mobile bed', private communication at http://www.uclouvain. be/373040.html, 9 p.
21. Roger, S., Dewals, J., Erpicum, S., Schwanenberg, D., Schüttrumpf, H., Köngeter, J., Pirotton, M. (2009). Experimental and numerical investigations of dike-break induced flows. J. Hydraulic Res. 47(3), 349-459.
22. Shige-eda, M., Akiyama, J., Yamasaki, T. (2003). Numerical model based on FDS technique for 1D bed variation. Annual J. Hydraulic Eng. JSCE 47, 667-672 [in Japanese].
23. Soares Frazão, S., Zech, Y. (2007). Experimental study of dambreak flow against an isolated obstacle. J. Hydraulic Res. 45(Extra Issue), 27-36. (Pubitemid 46614134)
24. Soares-Frazão, S. (2010). Two-dimensional finite-volume model for shallow-water flow over fixed and mobile bed. Application to UCL benchmark 'Dam-break flow over mobile bed'. NSF-PIRE 2010 Workshop 'Dam-break flow on mobile bed', private communication at http://www.uclouvain. be/373040.html, 4 p.
25. Soares-Frazão, S., Zech, Y. (2011). HLLC scheme with novel wave-speed estimators appropriate for two-dimensional shallow-water flow on erodible bed. Int. J. Num. Meth. Fluids 66(8), 1019-1036.
26. Spinewine, B. (2005a). Two-layer flow behaviour and the effects of granular dilatancy in dam-break induced sheet-flow. PhD Thesis no76|2005. Université catholique de Louvain, Belgium.
27. Spinewine, B. (2005b). Two-layer shallow water modelling of fast geomorphic flows and experimental validation on idealized laboratory dam-break waves. 31st IAHR Congress Seoul, 6477-6488.
28. Spinewine, B. (2010). UCL-Spinewine: Two-layer geomorphic shallow-water equations. NSF-PIRE 2010 Workshop 'Dam-break flow on mobile bed', private communication at http://www.uclouvain.be/373040.html, 2 p.
29. Swartenbroekx, C. (2010). Workshop on 2D dam-break flows over erodible bed. Brief description of a 2D two-layer model for dam-break flows. NSF-PIRE 2010 Workshop 'Dam-break flow on mobile bed', private communication at http://www.uclouvain.be/373040.html, 3 p.
30. Swartenbroekx, C., Soares-Frazão, S., Spinewine, B., Guinot,V., Zech, Y. (2010). Hyperbolicity preserving HLL solver for two layer shallow-water equations applied to dam-break flows. Proc. River Flow 2010 Braunschweig 2, 1379-1387, A. Dittrich, K. Koll, J. Aberle, P. Geisenhainer, eds.
31. Tsubaki, R. (2010). Description of the simulation. Workshop 'Dam-break flow on mobile bed', private communication at http://www.uclouvain.be/373040. html, 10 p.
32. Tsubaki, R., Fujita, I. (2010). Unstructured grid generation using LiDAR data for urban flood inundation modeling. Hydrological Processes 24, 1404-1420.
33. Valiani, A., Caleffi, V., Zanni, A. (2002). Case study Malpasset dam-break simulation using a two-dimensional Finite Volume Method. J. Hydraulic Eng. 128(5), 460-472. (Pubitemid 34527612)
34. Villaret, C., Hervouet, J.M., Huybrechts, N., Van, L.A., Davies, A.G. (2009). Effect of bed friction on morphodynamic modelling: Application to the central part of the Gironde estuary. 6th Symp. River, Coastal and Estuarine Morphodynamics (RCEM 2009), Santa-Fe (Argentina), 889-905.
35. Vischer, D.L., Hager, W.H. (1998). Dam hydraulics. Wiley, Chichester UK.
36. Wu, W., He, Z., Wang, S.S.Y. (2009). A depth-averaged 2D model of non-cohesive dam/levee breach processes. Proc. 2009 World Environmental and Water Resources Congress Kansas City, MO (CD-ROM).
37. Wu, W., Marsooli, R. (2010). Benchmark (Blind) Test of Wu's depth-averaged 2D model for dam-break flow over movable bed. NSF-PIRE 2010 Workshop 'Dam-break flow on mobile bed', private communication at http://www.uclouvain.be/373040.html, 19 p.