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  4. IMPACT OF A DRY BED SURGE AGAINST STRUCTURES WITH AND WITHOUT OPENINGS
 
conference paper

IMPACT OF A DRY BED SURGE AGAINST STRUCTURES WITH AND WITHOUT OPENINGS

Wüthrich, Davide  
Ghani, Aminuddin Ab. et al.
2017
Proceedings of the 37th IAHR World Congress
37th IAHR World Congress

Tsunamis, Impulse waves and the sudden collapse of dams are rare phenomena, but highly destructive. Nevertheless recent events showed that structures with openings can effectively reduce impact forces, ensuring people’s safety and limiting reconstruction costs. The present experimental study systematically investigates the impact of a dry bed surge against a free standing structure with various degrees of porosity, measuring forces and moments in all directions. For the impervious scenario, results showed the absence of an initial overshot and a good agreement with the classical hydrodynamic force computed as a function of the momentum flux. Structures with openings showed lower upstream water levels resulting in a reduced horizontal load. This was proved to be linearly proportional to the porosity value and the application point of the force was between 75 and 100 % of the maximum wave height, independently from the geometry. Vertical forces are given as the sum of buoyancy and the weight of water, presenting the highest values for porosities between 17 and 34 %.

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Type
conference paper
Author(s)
Wüthrich, Davide  
Editors
Ghani, Aminuddin Ab. et al.
Date Issued

2017

Published in
Proceedings of the 37th IAHR World Congress
Start page

3775

End page

3784

Subjects

Tsunami

•

Impulse wave

•

Dam-break wave

•

Impact forces

•

Openings

Note

[1166]

Editorial or Peer reviewed

REVIEWED

Written at

EPFL

EPFL units
PL-LCH  
Event nameEvent placeEvent date
37th IAHR World Congress

Kuala Lumpur, Malaysia

August 13-18, 2017

Available on Infoscience
September 4, 2017
Use this identifier to reference this record
https://infoscience.epfl.ch/handle/20.500.14299/139982
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