TY - JOUR
T1 - Coevolution of width and sinuosity in meandering rivers
AU - Eke, Esther C.
AU - Czapiga, M. J.
AU - Viparelli, E.
AU - Shimizu, Y.
AU - Imran, J.
AU - Sun, T.
AU - Parker, G.
N1 - Publisher Copyright:
© 2014 Cambridge University Press.
PY - 2014/12/10
Y1 - 2014/12/10
N2 - This research implements a recently proposed framework for meander migration, in order to explore the coevolution of planform and channel width in a freely meandering river. In the model described here, width evolution is coupled to channel migration through two submodels, one describing bank erosion and the other describing bank deposition. Bank erosion is modelled as erosion of purely non-cohesive bank material damped by natural armouring due to basal slump blocks, and bank deposition is modelled in terms of a flow-dependent rate of vegetal encroachment. While these two submodels are specified independently, the two banks interact through the medium of the intervening channel; the morphodynamics of which is described by a fully nonlinear depth-averaged morphodynamics model. Since both banks are allowed to migrate independently, channel width is free to vary locally as a result of differential bank migration. Through a series of numerical runs, we demonstrate coevolution of local curvature, width and streamwise slope as the channel migrates over time. The correlation between the local curvature, width and bed elevation is characterized, and the nature of this relationship is explored by varying the governing parameters. The results show that, by varying a parameter representing the ratio between a reference bank erosion rate and a reference bank deposition rate, the model is able to reproduce the broad range of river width-curvature correlations observed in nature. This research represents a step towards providing general metrics for predicting width variation patterns in river systems.
AB - This research implements a recently proposed framework for meander migration, in order to explore the coevolution of planform and channel width in a freely meandering river. In the model described here, width evolution is coupled to channel migration through two submodels, one describing bank erosion and the other describing bank deposition. Bank erosion is modelled as erosion of purely non-cohesive bank material damped by natural armouring due to basal slump blocks, and bank deposition is modelled in terms of a flow-dependent rate of vegetal encroachment. While these two submodels are specified independently, the two banks interact through the medium of the intervening channel; the morphodynamics of which is described by a fully nonlinear depth-averaged morphodynamics model. Since both banks are allowed to migrate independently, channel width is free to vary locally as a result of differential bank migration. Through a series of numerical runs, we demonstrate coevolution of local curvature, width and streamwise slope as the channel migrates over time. The correlation between the local curvature, width and bed elevation is characterized, and the nature of this relationship is explored by varying the governing parameters. The results show that, by varying a parameter representing the ratio between a reference bank erosion rate and a reference bank deposition rate, the model is able to reproduce the broad range of river width-curvature correlations observed in nature. This research represents a step towards providing general metrics for predicting width variation patterns in river systems.
KW - river dynamics
KW - sediment transport
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U2 - 10.1017/jfm.2014.556
DO - 10.1017/jfm.2014.556
M3 - Article
AN - SCOPUS:84930226844
SN - 0022-1120
VL - 760
SP - 127
EP - 174
JO - Journal of Fluid Mechanics
JF - Journal of Fluid Mechanics
ER -