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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.
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Flood propagationThe isolated building test case Université catholique de Louvain Sandra Soares Frazão and Yves Zech Flood propagation - UCL benchmark
The isolated building test case • Experimental set-up • plane view Flood propagation - UCL benchmark
The isolated building test case • Experimental set-up • cross section in channel and reservoir Flood propagation - UCL benchmark
The isolated building test case • Experimental set-up • cross section at dam location Flood propagation - UCL benchmark
The isolated building test case • Experimental set-up • Location of the gauges Flood propagation - UCL benchmark
The isolated building test case • 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 Flood propagation - UCL benchmark
The isolated building test case • Preliminary experiments Flood propagation - UCL benchmark
The isolated building test case • Preliminary experiments Flood propagation - UCL benchmark
The isolated building test case • Preliminary experiments Flood propagation - UCL benchmark
The isolated building test case • Existing measurements • Water level at gauging points • Foreseen measurements • Velocity at gauging points • Surface-velocity by digital imaging • Pressure forces against building Flood propagation - UCL benchmark
The isolated building test case • 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 Flood propagation - UCL benchmark