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The dam-break problem for viscous fluids in the high-capillary-number limit

Published online by Cambridge University Press:  10 April 2009

C. ANCEY ,
S. COCHARD  and
N. ANDREINI
C. ANCEY*
Affiliation:
School of Architecture, Civil and Environmental Engineering, École Polytechnique Fédérale de Lausanne, 1015 Lausanne, Switzerland
S. COCHARD
Affiliation:
Department of Mathematics, University of British Columbia, Vancouver V6K 2A5, Canada
N. ANDREINI
Affiliation:
School of Architecture, Civil and Environmental Engineering, École Polytechnique Fédérale de Lausanne, 1015 Lausanne, Switzerland
*
†Email address for correspondence: christophe.ancey@epfl.ch
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Abstract

Experiments were undertaken to investigate dam-break flows where a finite volume of highly viscous fluid (glucose with viscosity μ ≈ 350 Pa s) maintained behind a lock gate was released into a horizontal or inclined flume. The resulting sequence of flow-depth profiles was tracked using a three-dimensional visualization system. In the low-Reynolds-number and high-capillary-number limits, analytical solutions can be obtained from the Navier–Stokes equations using lubrication theory and matched asymptotic expansions. At shallow slopes, similarity solutions can also be worked out. While the variation in the front position scaled with time as predicted by theory for both horizontal and sloping flumes, there was a systematic delay in the front position observed. Moreover, taking a closer look at the experimental flow-depth profiles shows that they were similar, but they noticeably deviated from the theoretical similarity form for horizontal planes. For sloping beds, the flow-depth profile is correctly predicted provided that different scalings are used at shallow and large slopes.

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Papers
Information
Journal of Fluid Mechanics , Volume 624 , 10 April 2009 , pp. 1 - 22
Copyright
Copyright © Cambridge University Press 2009

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