Flume Test Section Length and Sediment Erodibility

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: 0.15 and 1.10 m . The internal height and width of the flume were 0.11 and 0.13 m , respectively. A fine (7...

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Veröffentlicht in:Journal of hydraulic engineering (New York, N.Y.) N.Y.), 2008-10, Vol.134 (10), p.1503-1506
Hauptverfasser: Ravens, Thomas M, Sindelar, Michael
Format: Artikel
Sprache:eng
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Zusammenfassung: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: 0.15 and 1.10 m . The internal height and width of the flume were 0.11 and 0.13 m , respectively. A fine (7 μm) 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.
ISSN:0733-9429
1943-7900
DOI:10.1061/(ASCE)0733-9429(2008)134:10(1503)