Please use this identifier to cite or link to this item: http://hdl.handle.net/2381/38387
Title: Structural properties of mobile armours formed at different flow strengths in gravel-bed rivers
Authors: Powell, D. Mark
Ockleford, Annie
Rice, Stephen P.
Hillier, John K.
Nguyen, Thao
Reid, Ian
Tate, Nicholas J.
Ackerley, David
First Published: 29-Jul-2016
Citation: Journal of Geophysical Research: Earth Surface, 2016, 121 (8), pp. 1494-1515
Abstract: Differences in the structure of mobile armors formed at three different flow strengths have been investigated in a laboratory flume. The temporal evolution of the bed surfaces and the properties of the final beds were compared using metrics of surface grain size, microtopography, and bed organization at both grain and mesoscales. Measurements of the bed condition were obtained on nine occasions during each experiment to describe the temporal evolution of the beds. Structured mobile armors formed quickly in each experiment. At the grain scale (1–45 mm; 9 ≤ Ds50 ≤ 17 mm where Ds50 is the median surface particle size), surface complexity decreased and bed roughness increased in response to surface coarsening and the development of the mobile armor. Particles comprising the armor also became flow aligned and developed imbrication. At a larger scale (100–200 mm), the surface developed a mesoscale topography through the development of bed patches with lower and higher elevations. Metrics of mobile armor structure showed remarkable consistency over prolonged periods of near-constant transport, demonstrating for the first time that actively transporting surfaces maintain an equilibrium bed structure. Bed structuring was least developed in the experiments conducted at the lowest flow strength. However, little difference was observed in the structural metrics of the mobile armors generated at higher flows. Although the range of transport rates studied was limited, the results suggest that the structure of mobile armors is insensitive to the formative transport rate except when rates are low (τ* ≈ 0.03 where τ* is the dimensionless shear stress).
DOI Link: 10.1002/2015JF003794
ISSN: 2169-9011
Links: http://onlinelibrary.wiley.com/doi/10.1002/2015JF003794/abstract
http://hdl.handle.net/2381/38387
Version: Publisher Version
Status: Peer-reviewed
Type: Journal Article
Rights: Copyright © the authors, 2016. This is an open-access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
Appears in Collections:Published Articles, Dept. of Geography

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