The influence of flow discharge variations on the morphodynamics of a diffluence-confluence unit on a large river
The influence of flow discharge variations on the morphodynamics of a diffluence-confluence unit on a large river
Bifurcations are key geomorphological nodes in anabranching and braided fluvial channels, controlling local bed morphology, the routing of sediment and water, and ultimately defining the stability of their associated diffluence-confluence unit. Recently, numerical modelling of bifurcations has focussed on the relationship between flow conditions and the partitioning of sediment between the bifurcate channels. Herein, we report on field observations spanning September 2013 to July 2014 of the three-dimensional flow structure, bed morphological change and partitioning of both flow discharge and suspended sediment through a large diffluence-confluence unit on the Mekong River, Cambodia, across a range of flow stages (from 13,500 m3 s-1 to 27,000 m3 s-1).
Analysis of discharge and sediment load throughout the diffluence-confluence unit reveals that during the highest flows (Q = 27,000 m3 s-1), the downstream island complex is a net sink of sediment (losing 2,600 ± 2,000 kg s-1 between the diffluence and confluence), whereas during the rising limb (Q = 19,500 m3 s-1) and falling limb flows (Q = 13,500 m3 s-1) the sediment balance is in quasi-equilibrium. We show that the discharge asymmetry of the bifurcation varies with discharge and highlight that the influence of upstream curvature-induced water surface slope and bed morphological change may be first order controls on bifurcation configuration. Comparison of our field data to existing bifurcation stability diagrams reveals that during lower (rising and falling limb) flow, the bifurcation may be classified as unstable, yet transitions to a stable condition at high flows. However, over the long term (1959 – 2013) aerial imagery reveals the diffluence-confluence unit to be fairly stable. We propose, therefore, that the long term stability of the bifurcation, as well as the larger channel planform and morphology of the diffluence-confluence unit, may be controlled by the dominant sediment transport regime of the system.
349-362
Hackney, Christopher
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Darby, Stephen
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Parsons, Daniel R.
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Leyland, Julian
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Aalto, Rolf
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Nicholas, Andrew
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Best, James L.
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February 2018
Hackney, Christopher
e13baefa-fa13-4258-a71d-5483108abbd7
Darby, Stephen
4c3e1c76-d404-4ff3-86f8-84e42fbb7970
Parsons, Daniel R.
d15539a2-a95f-4782-a9b5-19d29a170bcc
Leyland, Julian
6b1bb9b9-f3d5-4f40-8dd3-232139510e15
Aalto, Rolf
78fbaea1-c10c-44da-a6a1-6f0a1eeff388
Nicholas, Andrew
18d1c494-b0ce-4e53-bd6f-3bb566a0512a
Best, James L.
06bd4666-518e-469f-b2ce-76c92ea3d5ef
Hackney, Christopher, Darby, Stephen, Parsons, Daniel R., Leyland, Julian, Aalto, Rolf, Nicholas, Andrew and Best, James L.
(2018)
The influence of flow discharge variations on the morphodynamics of a diffluence-confluence unit on a large river.
Earth Surface Processes and Landforms, 43 (2), .
(doi:10.1002/esp.4204).
Abstract
Bifurcations are key geomorphological nodes in anabranching and braided fluvial channels, controlling local bed morphology, the routing of sediment and water, and ultimately defining the stability of their associated diffluence-confluence unit. Recently, numerical modelling of bifurcations has focussed on the relationship between flow conditions and the partitioning of sediment between the bifurcate channels. Herein, we report on field observations spanning September 2013 to July 2014 of the three-dimensional flow structure, bed morphological change and partitioning of both flow discharge and suspended sediment through a large diffluence-confluence unit on the Mekong River, Cambodia, across a range of flow stages (from 13,500 m3 s-1 to 27,000 m3 s-1).
Analysis of discharge and sediment load throughout the diffluence-confluence unit reveals that during the highest flows (Q = 27,000 m3 s-1), the downstream island complex is a net sink of sediment (losing 2,600 ± 2,000 kg s-1 between the diffluence and confluence), whereas during the rising limb (Q = 19,500 m3 s-1) and falling limb flows (Q = 13,500 m3 s-1) the sediment balance is in quasi-equilibrium. We show that the discharge asymmetry of the bifurcation varies with discharge and highlight that the influence of upstream curvature-induced water surface slope and bed morphological change may be first order controls on bifurcation configuration. Comparison of our field data to existing bifurcation stability diagrams reveals that during lower (rising and falling limb) flow, the bifurcation may be classified as unstable, yet transitions to a stable condition at high flows. However, over the long term (1959 – 2013) aerial imagery reveals the diffluence-confluence unit to be fairly stable. We propose, therefore, that the long term stability of the bifurcation, as well as the larger channel planform and morphology of the diffluence-confluence unit, may be controlled by the dominant sediment transport regime of the system.
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Hackney_et_al-2017-Earth_Surface_Processes_and_Landforms
- Accepted Manuscript
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Hackney_et_al-2018-Earth_Surface_Processes_and_Landforms
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Accepted/In Press date: 13 July 2017
e-pub ahead of print date: 14 August 2017
Published date: February 2018
Identifiers
Local EPrints ID: 417975
URI: http://eprints.soton.ac.uk/id/eprint/417975
ISSN: 0197-9337
PURE UUID: d7fbd2cb-c150-440e-ad3e-fd223cf59ceb
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Date deposited: 19 Feb 2018 17:31
Last modified: 16 Mar 2024 05:36
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Author:
Christopher Hackney
Author:
Daniel R. Parsons
Author:
Rolf Aalto
Author:
Andrew Nicholas
Author:
James L. Best
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