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Experiments in Fluids

, 60:151 | Cite as

The effects of slide cohesion on impulse-wave formation

  • Zhenzhu MengEmail author
  • Christophe Ancey
Research Article
  • 66 Downloads

Abstract

Experimental studies of impulse-wave formation have mostly used rigid blocks or granular materials to mimic landslides at the laboratory scale. These studies have deduced that material deformability plays a key part in wave formation: the more rigid the sliding mass, the higher the impulse wave. It is, however, still unclear whether higher wave amplitudes arise solely from lower deformability. Indeed, blocks are not only rigid, but they are also cohesive, whereas granular media are deformable and cohesionless. To shed light on this issue, we ran experiments using two deformable materials of equal density, one exhibiting no cohesion (soft 15-mm-diameter balls) and the other exhibiting cohesion (a viscoplastic polymeric gel called Carbopol Ultrez 10). A finite volume of material was released at the top of a chute, penetrated a body of water, and generated impulse waves. We monitored how the mass slid and interacted with the water volume. Using high-speed cameras, we measured maximum wave heights, amplitudes, and lengths of the leading wave. We used dimensionless groups to reduce the dimension of the parameter space, making it possible to carry out a regression analysis. Viscoplastic slides generated larger wave amplitudes but shorter wave lengths than granular materials. Surprisingly, the wave features did not depend on the polymer concentration. In other terms, impulse-wave features were not found to be dependent on the cohesion of the deformable material landslides causing them, within the range of concentrations tested.

Graphic abstract

Variations in the scaled maximum wave amplitude Am to dimensionless group Q a for carbopol (at concentrations of 3.0%, 2.5% and 2.0%), b for carbopol and water balls

Variation in the waves maximum potential energy Ep relative to the slides kinetic energy EI

Notes

Acknowledgements

The authors acknowledge the support of the EPFL’s Civil Engineering Department and the Swiss National Science Foundation (Grant No. 200021_146271/1 for a project called “Physics of Basal Entrainment”). They also acknowledge the support of the China Scholarship Council (Grant No. 201506710074).

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Copyright information

© Springer-Verlag GmbH Germany, part of Springer Nature 2019

Authors and Affiliations

  1. 1.ENAC/IIC/LHEÉcole Polytechnique Fédérale de LausanneLausanneSwitzerland

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