Research Article
Dec 1973
Field Tests of Transverse Mixing in Rivers
Authors: Edward R. Holley, M.ASCE, and Gerrit AbrahamAuthor Affiliations
Publication: Journal of the Hydraulics Division
Volume 99, Issue 12
Abstract
Five tests were made on transverse mixing in rivers. The transverse turbulent diffusion coefficient, averaged over long flow distances, was as much as three times larger than the value for an equivalent straight rectangular flume. This increase is due to the additional mixing associated with the protective groins which were present and with the helical motion resulting from channel bends. Net transverse velocities exist in rivers and can cause the local rates of transverse spreading to be significantly different from the rate associated with the average diffusion coefficient. Recommendations are given for conditions to be met in order to obtain meaningful data from field tests on rates of transverse diffusion in rivers.
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Published In
Journal of the Hydraulics Division
Volume 99 • Issue 12 • December 1973
Pages: 2313 - 2331
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Dec 1973
Published online: Feb 3, 2021
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Edward R. Holley, M.ASCE
Prof., Dept. of Civ. Engr., Univ. of Illinois, Urbana, Ill
Gerrit Abraham
Specialist, Density Currents Br., Delft Hydr. Lab., Delft, The Netherlands
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