Floodplain Land Cover and Flow Hydrodynamic Control of Overbank Sedimentation in Compound Channel Flows

Journal Article (2019)
Author(s)

C. Juez (Universidad Politécnica de Madrid, Instituto Pirenaico de Ecología, École Polytechnique Fédérale de Lausanne)

C. Schärer (École Polytechnique Fédérale de Lausanne)

H Jenny (École Polytechnique Fédérale de Lausanne)

A. J. Schleiss (École Polytechnique Fédérale de Lausanne)

Mário J. Franca (IHE Delft Institute for Water Education, TU Delft - Rivers, Ports, Waterways and Dredging Engineering)

Research Group
Rivers, Ports, Waterways and Dredging Engineering
Copyright
© 2019 Carmelo Juez, C. Schärer, H. Jenny, A. J. Schleiss, M.J. Franca
DOI related publication
https://doi.org/10.1029/2019WR024989
More Info
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Publication Year
2019
Language
English
Copyright
© 2019 Carmelo Juez, C. Schärer, H. Jenny, A. J. Schleiss, M.J. Franca
Research Group
Rivers, Ports, Waterways and Dredging Engineering
Issue number
11
Volume number
55
Pages (from-to)
9072-9091
Reuse Rights

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Abstract

Overbank sedimentation is predominantly due to fine sediments transported under suspension that become trapped and settle in floodplains when high-flow conditions occur in rivers. In a compound channel, the processes of exchanging water and fine sediments between the main channel and floodplains regulate the geomorphological evolution and are crucial for the maintenance of the ecosystem functions of the floodplains. These hydrodynamic and morphodynamic processes depend on variables such as the flow-depth ratio between the water depth in the main channel and the water depth in the floodplain, the width ratio between the width of the main channel and the width of the floodplain, and the floodplain land cover characterized by the type of roughness. This paper examines, by means of laboratory experiments, how these variables are interlinked and how the deposition of sediments in the compound channel is jointly determined by them. The combination of these compound channel characteristics modulates the production of vertically axised large turbulent vortical structures in the mixing interface. Such vortical structures determine the water mass exchange between the main channel and the floodplain, conditioning in turn the transport of sediment particles conveyed in the water, and, therefore, the resulting overbank sedimentation. The existence and pattern of sedimentation are conditioned by both the hydrodynamic variables (the flow-depth ratio and the width ratio) and the floodplain land cover simulated in terms of smooth walls, meadow-type roughness, sparse-wood-type roughness, and dense-wood-type roughness.

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