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Phys. Rev. E 74, 066306 (2006) [10 pages]

Dynamics of liquid rope coiling

Mehdi Habibi
Institute for Advanced Studies in Basic Sciences, Zanjan 45195-1159, Iran and Laboratoire de Physique Statistique, UMR 8550 CNRS, École Normale Supérieure, 24, rue Lhomond, 75231 Paris Cedex 05, France

Maniya Maleki
Institute for Advanced Studies in Basic Sciences, Zanjan 45195-1159, Iran

Ramin Golestanian
Institute for Advanced Studies in Basic Sciences, Zanjan 45195-1159, Iran and Department of Physics and Astronomy, University of Sheffield, Sheffield S3 7RH, United Kingdom

Neil M. Ribe
Laboratoire de Dynamique des Systèmes Géologiques, Institut de Physique du Globe de Paris, UMR 7154 CNRS, 4, place Jussieu, 75252 Paris cédex 05, France

Daniel Bonn
Laboratoire de Physique Statistique, UMR 8550 CNRS, École Normale Supérieure, 24, rue Lhomond, 75231 Paris Cedex 05, France and Van der Waals-Zeeman Institute, University of Amsterdam, Valckenierstraat 65, 1018 XE Amsterdam, the Netherlands
Received 24 July 2006; published 11 December 2006

We present a combined experimental and numerical investigation of the coiling of a liquid “rope” falling on a solid surface, focusing on three little-explored aspects of the phenomenon: The time dependence of “inertio-gravitational” coiling, the systematic dependence of the radii of the coil and the rope on the experimental parameters, and the “secondary buckling” of the columnar structure generated by high-frequency coiling. Inertio-gravitational coiling is characterized by oscillations between states with different frequencies, and we present experimental observations of four distinct branches of such states in the frequency-fall height space. The transitions between coexisting states have no characteristic period, may take place with or without a change in the sense of rotation, and usually (but not always) occur via an intermediate “figure of eight” state. We present extensive laboratory measurements of the radii of the coil and of the rope within it, and show that they agree well with the predictions of a “slender-rope” numerical model. Finally, we use dimensional analysis to reveal a systematic variation of the critical column height for secondary buckling as a function of (dimensionless) flow rate and surface tension parameters.

©2006 The American Physical Society

URL: http://link.aps.org/doi/10.1103/PhysRevE.74.066306
DOI: 10.1103/PhysRevE.74.066306
PACS: 47.20.Gv; 47.20.Bp
  • 47.20.Gv
    Viscous hydrodynamic instability
  • 47.20.Bp
    Buoyancy-driven hydrodynamic instability
  • YEAR: 2006
KEYWORDS: buckling, liquid structure, liquid theory, surface tension

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