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Boundary-layer flow and bed shear stress under a solitary wave: revision

Published online by Cambridge University Press:  28 July 2014

Yong Sung Park ,
Joris Verschaeve ,
Geir K. Pedersen  and
Philip L.-F. Liu
Yong Sung Park
Affiliation:
Division of Civil Engineering, University of Dundee, Dundee DD1 4HN, UK
Joris Verschaeve
Affiliation:
Department of Mathematics, University of Oslo, PO Box 1053, 0316 Oslo, Norway
Geir K. Pedersen
Affiliation:
Department of Mathematics, University of Oslo, PO Box 1053, 0316 Oslo, Norway
Philip L.-F. Liu*
Affiliation:
School of Civil and Environmental Engineering, Cornell University, Ithaca, NY 14853, USA Institute of Hydrological and Oceanic Sciences, National Central University, Jhongli, Taoyuan 320, Taiwan
*
†Email address for correspondence: [email protected]
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Abstract

We address two shortcomings in the article by Liu, Park & Cowen (J. Fluid Mech., vol. 574, 2007, pp. 449–463), which gave a theoretical and experimental treatise of the bottom boundary-layer under a solitary wave.

JFM classification

Boundary Layers: Boundary Layers
Type
Papers
Information
Journal of Fluid Mechanics , Volume 753 , 25 August 2014 , pp. 554 - 559
Copyright
© 2014 Cambridge University Press 

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References

Grimshaw, R. 1971 The solitary wave in water of variable depth. Part 2. J. Fluid Mech. 46, 611–622.CrossRefGoogle Scholar
Liu, P. L.-F. & Orfila, A. 2004 Viscous effects on transient long-wave propagation. J. Fluid Mech. 520, 83–92.CrossRefGoogle Scholar
Liu, P. L.-F., Park, Y. S. & Cowen, E. A. 2007 Boundary-layer flow and bed shear stress under a solitary wave. J. Fluid Mech. 574, 449–463.CrossRefGoogle Scholar
Park, Y. S.2009 Seabed dynamics and breaking waves, PhD thesis, Cornell University, Ithaca, New York.Google Scholar