1991
DOI: 10.1139/e91-030
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How do gravel-bed rivers braid?

Abstract: Sedimentary processes and bed forms leading to the onset of braiding were observed in small-scale hydraulic models of gavel-bed streams. The laboratory streams had a variety of combinations of (constant) discharge and slope but identical bed-material particle-size distrihutions. From initially straight channels, braiding occurred by four different processes: deposition and accurnuIation ol'a central bar, chute cutoff of point bars, conversion of single transverse unit bars to mid-channel braid bars, and dissec… Show more

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Cited by 336 publications
(310 citation statements)
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“…Hence, a single disturbance in a large braiding river could affect an entire reach, beyond the extent of individual engineering projects. The bar and branch dynamics of braided rivers have been studied by means of flume experiments (e.g., Fujita, 1989;Ashmore, 1991a), numerical modeling (e.g., Nicholas, 2013;Schuurman et al, 2013;Yang et al, 2014), and field observations (e.g., Bristow, 1987;Klaassen and Masselink, 1992;Klaassen et al, 1993;Ashworth et al, 2000;Best et al, 2003). However, in these studies, any artificial constraints and disturbances such as non-erodible (flume) walls, engineering works (Fig.…”
Section: Bar and Channel Dynamics In Braided Riversmentioning
confidence: 99%
“…Hence, a single disturbance in a large braiding river could affect an entire reach, beyond the extent of individual engineering projects. The bar and branch dynamics of braided rivers have been studied by means of flume experiments (e.g., Fujita, 1989;Ashmore, 1991a), numerical modeling (e.g., Nicholas, 2013;Schuurman et al, 2013;Yang et al, 2014), and field observations (e.g., Bristow, 1987;Klaassen and Masselink, 1992;Klaassen et al, 1993;Ashworth et al, 2000;Best et al, 2003). However, in these studies, any artificial constraints and disturbances such as non-erodible (flume) walls, engineering works (Fig.…”
Section: Bar and Channel Dynamics In Braided Riversmentioning
confidence: 99%
“…Repetto et al, 2002) have investigated the influence of spatial planform variability on bars formation showing how spatial changes in channel width, influencing river bars, may produce planform instability and a related tendency to braid. The role of width unsteadiness may become relevant especially in laterally unconfined channels with non-cohesive banks, as it has been observed in laboratory experiments on the initiation of braided and of "pseudo-meandering" streams (Ashmore, 1982(Ashmore, , 1991Bertoldi and Tubino, 2005;Visconti et al, 2010). Evidence of this dynamics has been provided, also, by field observation on an artificially re-shaped natural river consequentially to a series of flood events (Lewin, 1976); this highlights the mutual influence between planform and bar instability in streams where the evolution of bed and banks occur at comparable time scales.…”
Section: S Zen Et Al: Width Unsteadiness and River Bar Stabilitymentioning
confidence: 99%
“…Knighton, 1984;Ashmore, 1991), the cause of the other multi channelled river state, anastomosis, has never been adequately explained. It is proposed here that anastomosis may be the product of an abundant supply of water over low-gradient unconfined and relatively cohesive (or well-vegetated) floodplains.…”
Section: Order B3 Meandering River Lateral-migration Floodplainsmentioning
confidence: 99%