Discussion of “Vertical Mixing in the Fully Developed Turbulent Layer of Sediment-Laden Open-Channel Flow” by Erik A. Toorman
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Volume 137, Issue 9
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References
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Absi, R. (2008b). “Analytical solutions for the modeled k-equation.” J. Appl. Mech., 75(4), 044501.
Absi, R., Marchandon, S., and Lavarde, M. (2011). “Turbulent diffusion of suspended particles: Analysis of the turbulent Schmidt number.” Defect and diffusion forum, Vols. 312–315, Trans Tech Publications, Paris, 794–799.
Bouvard, M., and Petkovic, S. (1985). “Vertical dispersion of spherical, heavy particles in turbulent open-channel flow.” J. Hydraul. Res., 23(1), 5–19.
Fu, X., Wang, G., and Shao, X. (2005). “Vertical dispersion of fine and coarse sediments in turbulent open-channel flows.” J. Hydraul. Eng., 131(10), 877–888.
Nezu, I., and Nakagawa, H. (1993). Turbulence in open-channel flows, Balkema, Rotterdam, Netherlands.
Ni, J. R., Wang, G. Q., and Borthwick, A. G. L. (2000). “Kinetic theory for particles in dilute and dense solid-liquid flows.” J. Hydraul. Eng., 126(12), 893–903.
Toorman, E. A. (2009). “Errata and addendum for ‘Vertical mixing in the fully developed turbulent layer of sediment-laden open-channel flow’ by E. A. Toorman.” J. Hydraul. Eng., 135(6), 538.
Wang, G. Q., and Ni, J. R. (1990). “Kinetic theory for particle concentration distribution in two-phase flow.” J. Eng. Mech., 116(12), 2738–2748.
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Published In
Journal of Hydraulic Engineering
Volume 137 • Issue 9 • September 2011
Pages: 1094 - 1095
Copyright
© 2011 American Society of Civil Engineers.
History
Received: Jan 28, 2009
Accepted: Sep 28, 2009
Published online: Aug 15, 2011
Published in print: Sep 1, 2011
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