Research Article
Sep 1969
Effect of Concentration on Sediment Distribution
Publication: Journal of the Hydraulics Division
Volume 95, Issue 5
Abstract
A theoretical expression for the concentration distribution of suspended material was presented by Rouse (2).3 Two approximations in this theory have been considered experimentally and explained, but have not been incorporated into a more complete theory. The conditions assumed negligible in Rouse's theory are the effect of suspended material on the velocity distribution, and hence the turbulent diffusion coefficient, and the effect of concentration on the terminal fall velocity of the sediment particles. It is the latter effect which is treated herein.
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Published In
Journal of the Hydraulics Division
Volume 95 • Issue 5 • September 1969
Pages: 1775 - 1779
Copyright
© 1969 American Society of Civil Engineers.
History
Published in print: Sep 1969
Published online: Feb 3, 2021
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A. T. Hjelmfelt, AM.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of Missouri, Columbia, Mo.
C. W. Lenau, AM.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of Missouri, Columbia, Mo.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.