Research Article
Dec 1972
Temperature Effects in High-Transport, Flat-Bed Flows
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VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 98, Issue 12
Abstract
Flume experiments show that in flows over flat beds of fine sand, the concentration of suspended load near the bed and the bed-load discharge of different size fractions of the bed sediment react differently to a change in water temperature. For example, an increase in water temperature alone caused the concentration near the bed and the bed-load discharge to increase for the finer fractions of the sediment and to decrease for the coarser fractions. The reaction of bed-load discharge of sediment of a given size to changes in water temperature can be expressed in terms of the boundary Reynolds number, R∗b, which is formed of the product of shear velocity and sediment diameter divided by the kinematic viscosity of the water. An increase in temperature will cause an increase in bed-load discharge of a particular size fraction when R∗b based on the mean size of the fraction is less than 13, and a decrease in bed-load discharge when R∗b exceeds 20.
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Published In
Journal of the Hydraulics Division
Volume 98 • Issue 12 • December 1972
Pages: 2191 - 2206
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Dec 1972
Published online: Feb 3, 2021
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Brent D. Taylor, AM.ASCE
Lt.(j.g.) CEC, U.S. Navy; formerly, Grad. Research Asst., W. M. Keck Lab. of Hydr. and Water Resources, California Inst. of Tech., Pasadena, Calif.
Vito A. Vanoni, F.ASCE
Prof. of Hydr., W. M. Keck Lab. of Hydr. and Water Resources, California Inst. of Tech., Pasadena, Calif.
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