Simple Model for Downstream Variation of Median Sediment Size in Chilean Rivers
Publication: Journal of Hydraulic Engineering
Volume 128, Issue 10
Abstract
A simple theory is developed to account for the observed downstream variation of the median sediment size in Chilean rivers based on a reach-wise equilibrium sediment transport concept. The theory makes use of a bedload transport equation linked with a resistance equation to estimate the median sediment diameter as a function of channel slope, with the flow Reynolds number and bedload concentration as parameters. Both, Meyer-Peter and Müller’s and Ackers and White’s formulas are used alternatively as bedload equations. A Manning–Strickler type of formulation is used as a resistance relationship. The resulting model is validated against field data corresponding to 150 rivers in Central Chile, covering slopes in the range of 0.04–8.61%, with median sediment size in the range of 0.3–250 mm. Despite the simplicity of the present theory and the somewhat bold assumptions made in its derivation, the estimated variation of the median sediment size with channel slope follows the same trend as the field data. Most of the scatter of these data falls within the theoretical limits given by the estimated range of values of the parameters of the model.
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Information
Published In
Journal of Hydraulic Engineering
Volume 128 • Issue 10 • October 2002
Pages: 934 - 941
Copyright
Copyright © 2002 American Society of Civil Engineers.
History
Received: Apr 24, 2000
Accepted: Jan 31, 2002
Published online: Sep 13, 2002
Published in print: Oct 2002
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