1973
DOI: 10.1017/s0022112073001163
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On the origin of meandering and braiding in alluvial streams

Abstract: The paper describes a hydrodynamic stability analysis of the flow in an alluvial channel in which dunes have developed along the bed. The purpose is to develop a mathematical model describing the three-dimensional flow leading to instability of an originally straight channel. The model offers an explanation of the fact that some channels tend to meander, others to braid.

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Cited by 176 publications
(84 citation statements)
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“…These influences are largely expressed through the aspect ratio (γ = W / H) and this ratio has been used as a criterion for characterizing the threshold between meandering and braided patterns (Engelund and Skovgaard, 1973;Fredsoe, 1978;Fukuoka, 1989;Howard, 1996). If channel banks are largely unvegetated and composed of cohesionless sediment, channels will be wide, γ will be high (N50), and a braided pattern will tend to develop because of channel bed instabilities related to development of multiple alternate bars (Engelund and Skovgaard, 1973;Parker, 1976;Fredsoe, 1978;Fukuoka, 1989;Seminara and Tubino, 1989;Howard, 1996;Dade, 2000;Crosato and Mosselman, 2009). On the other hand, if banks are cohesive (e.g.…”
Section: Conditions For Meandering and Floodplain Formationmentioning
confidence: 99%
“…These influences are largely expressed through the aspect ratio (γ = W / H) and this ratio has been used as a criterion for characterizing the threshold between meandering and braided patterns (Engelund and Skovgaard, 1973;Fredsoe, 1978;Fukuoka, 1989;Howard, 1996). If channel banks are largely unvegetated and composed of cohesionless sediment, channels will be wide, γ will be high (N50), and a braided pattern will tend to develop because of channel bed instabilities related to development of multiple alternate bars (Engelund and Skovgaard, 1973;Parker, 1976;Fredsoe, 1978;Fukuoka, 1989;Seminara and Tubino, 1989;Howard, 1996;Dade, 2000;Crosato and Mosselman, 2009). On the other hand, if banks are cohesive (e.g.…”
Section: Conditions For Meandering and Floodplain Formationmentioning
confidence: 99%
“…We adopt a simple power-law form of transport for noncohesive sediment of uniform grain size [7], and include the downslope gravitational transport component that generalizes ideas going back to the earlier work of [11]. Thus, we close (2.3) with…”
Section: Sediment Continuity Equationmentioning
confidence: 99%
“…The first is a functional explanation relating the occurrence of braiding to a particular combination of externally imposed environmental factors such as stream discharge, channel or valley gradient, sediment particle size, and bank resistance, and exemplified by Leopold and Wolman's (1957) recognition of a threshold slope for braiding. Alternatively, explanations have been sought through stability analysis of channel-scale bed forms in two-phase flow (Engelund and Skovgaard 1973;Parker 1976;Fredsoe 1978). Neither of these approaches explicitly considers the physical sedimentary processes accompanying the onset of braiding, which need careful description and analysis before any complete explanation of the phenomenon is possible (Carson 1984a;Fujita 1989).…”
Section: Introductionmentioning
confidence: 99%