Non-Repeatability, Scale- and Model Effects in Laboratory Measurement of Impact Loads Induced by an Overtopped Bore on a Dike Mounted Wall

Conference Paper (2019)
Authors

Maximilian Streicher (Universiteit Gent)

Andreas Kortenhaus (Universiteit Gent)

C Altomare (Universiteit Gent, Universitat Politecnica de Catalunya)

Steven Hughes (Colorado State University)

Krasimir Marinov (University of Architecture, Civil Engineering and Geodesy)

B Hofland (TU Delft - Hydraulic Structures and Flood Risk)

Xuexue Chen (HaskoningDHV Nederland B.V)

T. Suzuki (Flanders Hydraulics Research)

Lorenzo Cappietti (University of Florence)

Research Group
Hydraulic Structures and Flood Risk
Copyright
© 2019 Maximilian Streicher, Andreas Kortenhaus, Corrado Altomare, Steven Hughes, Krasimir Marinov, Bas Hofland, X. Chen, T. Suzuki, Lorenzo Cappietti
To reference this document use:
https://doi.org/10.1115/OMAE2019-96703
More Info
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Publication Year
2019
Language
English
Copyright
© 2019 Maximilian Streicher, Andreas Kortenhaus, Corrado Altomare, Steven Hughes, Krasimir Marinov, Bas Hofland, X. Chen, T. Suzuki, Lorenzo Cappietti
Research Group
Hydraulic Structures and Flood Risk
Volume number
3
ISBN (electronic)
9780791858783
DOI:
https://doi.org/10.1115/OMAE2019-96703
Reuse Rights

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Abstract

Overtopping bore impact forces on a dike mounted vertical wall were measured in similar large-scale (Froude length scale factor 1-to-4.3) and small-scale (Froude length scale factor 1-to-25) models. The differences due to scale effects were studied, by comparing the up-scaled force measurements from both models in prototype. It was noted that if a minimum layer thickness, velocity of the overtopping flow and water depth at the dike toe were maintained in the small-scale model, the resulting differences in impact force due to scale effects are within the range of differences due to non-repeatability and model effects.

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