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Journal ArticleDOI

Flow and Sediment Transport in a Sand Bedded Meander

William E. Dietrich, +2 more
- 01 May 1979 - 
- Vol. 87, Iss: 3, pp 305-315
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TLDR
In this article, the boundary shear stress pattern and the superelevation of the water surface in a meander on a small stream are predicted from two simple equations representing a frictionally dominated force balance.
Abstract: 
The boundary shear stress pattern and the superelevation of the water surface in a meander on a small stream are predicted from two simple equations representing a frictionally dominated force balance. This comes about even though inertial forces due to local bed topography delay crossing of the boundary shear stress maximum to a position farther downstream than would otherwise be expected. Measured bedform migration rates reflect the boundary shear stress field, and in this river, bedform crest orientations respond to gradients in the shear stress field by becoming oblique to the general flow direction. When so aligned the bedforms interact with the helical flow in the curved channel and induce a near bottom secondary current which, in the upstream part of the bend, is outward above the crests and inward along the troughs. At the downstream end of the bend this pattern is reversed and significant quantities of sediment are transported along troughs from one point bar to the next. This near bottom flow pa...

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Citations
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Journal ArticleDOI

The interaction between channel geometry, water flow, sediment transport and deposition in braided rivers

TL;DR: In this article, a detailed field and laboratory studies of the geometry, flow and sedimentary processes in braided rivers of simple geometry, in single river bends, in channel confluences, and using some theoretical reasoning, it has been possible to construct fully 3D qualitative and quantitative models of braided river deposits.
Journal ArticleDOI

Influence of the point bar on flow through curved channels

TL;DR: In this paper, the effect of topographically induced velocity changes on the cross-stream flow pattern was analyzed in a channel with a constant bottom topology, where the velocity component near the bed and the pattern of boundary shear stress can be estimated by assuming fluid acceleration to be small.
Journal ArticleDOI

Effects of hydraulic roughness on surface textures of gravel-bed rivers

TL;DR: In this article, the authors evaluate textural response by comparing reach-average median grain size (D50) to that predicted from the total bank-full boundary shear stress (t0 bf ), representing a hypothetical reference condition of low hydraulic roughness.
Journal ArticleDOI

Bed Load Transport in a River Meander

TL;DR: In this paper, the authors studied the downstream bed load transport in Muddy Creek, a sand-bedded meandering river with equilibrium bottom topography, and found that a zone of maximum sediment flux shifted across the channel from near the inside bank in the upstream part of the bend toward the pool at the minimum radius of curvature.
Journal ArticleDOI

Numerical simulation of bank erosion and channel migration in meandering rivers

TL;DR: In this article, a numerical model of river morphology for meander bends with erodible cohesive banks was developed and tested, where the governing conservation equations were implemented in a moving boundary fitted coordinate system that can be both curvilinear and nonorthogonal.
References
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Book

Boundary layer theory

TL;DR: The flow laws of the actual flows at high Reynolds numbers differ considerably from those of the laminar flows treated in the preceding part, denoted as turbulence as discussed by the authors, and the actual flow is very different from that of the Poiseuille flow.
Journal ArticleDOI

Spatially averaged flow over a wavy surface

TL;DR: In this paper, velocity profiles obtained by averaging these flow data along lines of constant distance above the riverbed are examined, and it is shown that they can be constructed from well-known uniform flow results used in conjunction with a hypothesis about the structure of internal boundary layers.
Journal ArticleDOI

Flow and bed topography in channel bends

TL;DR: In this paper, a linearized flow equation was proposed to calculate the distribution of the bed shear stress in a meandering channel with fixed side walls, and the results were compared with experiments, concluding that the helical motion introduced by the channel curvature may be fairly well described.
Journal ArticleDOI

The Character of Channel Migration on the Beatton River, Northeast British Columbia, Canada

TL;DR: In this paper, Dendrochronological surveys on ten point-bar complexes on the Beatton River, northeast British Columbia, provide the basis for measurement of lateral migration and incision during the last 250 yr. The rate of channel bend migration reaches a maximum value where the ratio radius of channel curvature to stream width approximates 3.0.
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