DISCUSSIONS AND CLOSURES
Sep 1, 1983
Discussion of “Equivalent Roughness of Alluvial Bed” by Leo C. Van Rijn (October, 1982)
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VIEW THE REPLYAuthor: Peter EngelAuthor Affiliations
Publication: Journal of Hydraulic Engineering
Volume 109, Issue 9
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References
1.
Bogardi, J., and Yen, C. H., “Fraction of Pebbles by Flowing Water,” thesis presented to State Univ. of Iowa, at Iowa City, Iowa, in 1938, in partial fulfillment of the requirements for the degree of Master of Science.
2.
Engel, P., and Lau, Y. L., “Friction Factor for Two‐Dimensional Dune Roughness,” Journal of Hydraulic Research, Vol. 18, No. 3, 1980.
3.
Meyer‐Peter, E., and Muller, R., “Formulas for Bed Load Transport,” Proc. IAHR, Stockholm, June 7–9, 1978.
4.
Neill, C. R., “Mean‐Velocity Criterion for Scour of Coarse, Uniform Bed‐Material,” Proceedings 12th Congress, IAHR, Vol. III, Fort Collins, Colo., Sept., 1967.
5.
Yalin, M. S., Karahan, E. M., “Inception of Sediment Transport,” Journal of the Hydraulics Division, ASCE, Vol. 105, No. HY11, Nov., 1979, pp. 1433–1443.
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Copyright © 1983 ASCE.
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Published online: Sep 1, 1983
Published in print: Sep 1983
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Peter Engel
Research Engr., Env. Hydr. Section, Hydr. Div., National Water Research Inst., Canada Centre for Inland Waters, Burlington, Ontario, Canada
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