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Mo i Rana - Sept ember 2002 Flood propagation - UCL b enchmark 1 Flood propagation Flood propagation The isolated building test case The isolated building test case Université catholique de Louvain Sandra Soares Frazão and Yves Zech

Flood propagation The isolated building test case

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Flood propagation The isolated building test case. Université catholique de Louvain Sandra Soares Frazão and Yves Zech. The isolated building test case. Experimental set-up plane view. The isolated building test case. Experimental set-up cross section in channel and reservoir. - PowerPoint PPT Presentation

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Page 1: Flood propagation The isolated building test case

Mo i Rana - September 2002

Flood propagation - UCL benchmark

1

Flood propagationFlood propagationThe isolated building test caseThe isolated building test case

Université catholique de Louvain

Sandra Soares Frazão and Yves Zech

Page 2: Flood propagation The isolated building test case

Mo i Rana - September 2002

Flood propagation - UCL benchmark

2

The isolated building test The isolated building test casecase

• Experimental set-up– plane view

Page 3: Flood propagation The isolated building test case

Mo i Rana - September 2002

Flood propagation - UCL benchmark

3

The isolated building test The isolated building test casecase

• Experimental set-up– cross section in channel and reservoir

Page 4: Flood propagation The isolated building test case

Mo i Rana - September 2002

Flood propagation - UCL benchmark

4

The isolated building test The isolated building test casecase

• Experimental set-up– cross section at dam location

Page 5: Flood propagation The isolated building test case

Mo i Rana - September 2002

Flood propagation - UCL benchmark

5

The isolated building test The isolated building test casecase

• Experimental set-up– Location of the gauges

Page 6: Flood propagation The isolated building test case

Mo i Rana - September 2002

Flood propagation - UCL benchmark

6

The isolated building test The isolated building test casecase

• Physical characteristics– Manning friction coefficient : 0.01 s m-1/3

– Dam and building are impermeable– Upstream boundary condition : wall– Downstream boundary condition :

no influence during test duration

Page 7: Flood propagation The isolated building test case

Mo i Rana - September 2002

Flood propagation - UCL benchmark

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The isolated building test The isolated building test casecase

• Preliminary experiments

Page 8: Flood propagation The isolated building test case

Mo i Rana - September 2002

Flood propagation - UCL benchmark

8

The isolated building test The isolated building test casecase

• Preliminary experiments

Page 9: Flood propagation The isolated building test case

Mo i Rana - September 2002

Flood propagation - UCL benchmark

9

The isolated building test The isolated building test casecase

• Preliminary experiments

Page 10: Flood propagation The isolated building test case

Mo i Rana - September 2002

Flood propagation - UCL benchmark

10

The isolated building test The isolated building test casecase

• Existing measurements– Water level at gauging points

• Foreseen measurements– Velocity at gauging points– Surface-velocity by digital imaging– Pressure forces against building

Page 11: Flood propagation The isolated building test case

Mo i Rana - September 2002

Flood propagation - UCL benchmark

11

The isolated building test The isolated building test casecase

• Expected results– Water level and velocity at gauging

points– Snapshot of the flow

• water surface• velocity field• t = 1 s

5 s 10 s 20 s