A Well-Posed Alternative to the Hirano Active Layer Model for Rivers With Mixed-Size Sediment

Journal Article (2019)
Author(s)

Víctor Chavarrías (TU Delft - Rivers, Ports, Waterways and Dredging Engineering, Deltares)

L. Arkesteijn (TU Delft - Rivers, Ports, Waterways and Dredging Engineering)

A. Blom (TU Delft - Rivers, Ports, Waterways and Dredging Engineering)

Research Group
Rivers, Ports, Waterways and Dredging Engineering
Copyright
© 2019 V. Chavarrias Borras, L. Arkesteijn, A. Blom
DOI related publication
https://doi.org/10.1029/2019JF005081
More Info
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Publication Year
2019
Language
English
Copyright
© 2019 V. Chavarrias Borras, L. Arkesteijn, A. Blom
Research Group
Rivers, Ports, Waterways and Dredging Engineering
Issue number
11
Volume number
124
Pages (from-to)
2491-2520
Reuse Rights

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Abstract

The active layer model (Hirano, 1971) is frequently used for modeling mixed-size sediment river morphodynamic processes. It assumes that all the dynamics of the bed surface are captured by a homogeneous top layer that interacts with the flow. Although successful in reproducing a wide range of phenomena, it has two problems: (1) It may become mathematically ill-posed, which causes the model to lose its predictive capabilities, and (2) it does not capture dispersion of tracer sediment. We extend the active layer model by accounting for conservation of the sediment in transport and obtain a new model that overcomes the two problems. We analytically assess the model properties and discover an instability mechanism associated with the formation of waves under conditions in which the active layer model is ill-posed. Numerical simulations using the new model show that it is capable of reproducing two laboratory experiments conducted under conditions in which the active layer model is ill-posed. The new model captures the formation of waves and mixing due to an increase in active layer thickness. Simulations of tracer dispersion show that the model reproduces reasonably well a laboratory experiment under conditions in which the effect of temporary burial of sediment due to bedforms is negligible. Simulations of a field experiment illustrate that the model does not capture the effect of temporary burial of sediment by bedforms.