Discussion of “Analyzing Turbulence Intensity in Gravel Bed Channels” by F. G. Carollo, V. Ferro, and D. Termini
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VIEW THE ORIGINAL ARTICLEAuthors: Cesar Mendoza, M.ASCE, and Donghuo ZhouAuthor Affiliations
Publication: Journal of Hydraulic Engineering
Volume 134, Issue 4
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References
Antonia, R. A., Teitel, M., Kim, J., and Browne, L. W. B. (1992). “Low-Reynolds-number effects in a fully developed turbulent channel flow.” J. Fluid Mech., 236, 579–605.
Krogstad, P.-A. (1991). “Modification of the van Driest damping function to include the effects of surface roughness.” AIAA J., 29(6), 888–894.
Mendoza, C., and Zhou, D. (2001). “Turbulent intensities in open-channel flows.” Mech. Res. Commun., 28(3), 317–325.
Song, T., Graf, W. H., and Lemmin, U. (1994). “Uniform flow in open channels with movable gravel bed.” J. Hydraul. Res., 32(6), 861–876.
van Driest, E. R. (1956). “On turbulent flow near a wall.” J. Aeronaut. Sci., 23(11), 1007–1011, 1036.
Zhou, D., and Mendoza, C. (1994). “Low-Reynolds-number turbulent channel flows.” J. Hydraul. Res., 32(6), 911–934.
Zippe, H. J., and Graf, W. H. (1983). “Turbulent boundary-layer flow over permeable and non-permeable rough surfaces.” J. Hydraul. Res., 21(1), 51–65.
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Published In
Journal of Hydraulic Engineering
Volume 134 • Issue 4 • April 2008
Pages: 505 - 506
Copyright
© 2008 ASCE.
History
Received: Aug 1, 2006
Accepted: Aug 7, 2006
Published online: Apr 1, 2008
Published in print: Apr 2008
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Authors
Affiliations
Cesar Mendoza, M.ASCE
Assoc. Prof., Dept. of Civ., Archit. and Envir. Engrg., Univ. of Missouri-Rolla, Rolla, MO 65409 (corresponding author). E-mail: [email protected]
Donghuo Zhou
Research Engineer, UBSPW, Inc., 1000 Harbor Blvd., Weehawken, NJ 07087.
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