flood propagation the isolated building test case

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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

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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

7

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