Flume Test Section Length and Sediment Erodibility
Publication: Journal of Hydraulic Engineering
Volume 134, Issue 10
Abstract
This paper analyzes the effect of flume test section length on sediment erodibility measurements. A modular flume was constructed and experiments were conducted with two test section lengths: and . The internal height and width of the flume were and , respectively. A fine commercially available quartz sediment was used for the tests. The expectation was that the shorter flume test section would experience a significantly higher erosion rate (per unit surface area) due to its greater sensitivity to edge effects (i.e., scour) at the entrance and exit of the flume test section. However, the measured erosion rates at comparable bottom stresses were only 35% greater in the short test-section tests. These results were consistent with the lack of significant scour development at the entrance or exits of the test sections. Hence, flume test section length alone does not appear to significantly affect erodibility measurements provided edge effects (i.e., scour) are minor.
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Acknowledgments
This research was funded in part by Texas Sea Grant (Grant No. UNSPECIFIEDNA060AR4170076).
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Information & Authors
Information
Published In
Journal of Hydraulic Engineering
Volume 134 • Issue 10 • October 2008
Pages: 1503 - 1506
Copyright
© 2008 ASCE.
History
Received: Jul 30, 2007
Accepted: Jan 4, 2008
Published online: Oct 1, 2008
Published in print: Oct 2008
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