2022
DOI: 10.1029/2021gl096393
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Threshold Conditions for the Shift Between Vegetated and Barebed Rivers

Abstract: Formulations for the threshold conditions between vegetated and barebed channel are derived • Threshold conditions are mainly related to species-dependent characteristics • Submerged plants are more vulnerable to removal than emergent as relative emergence reduces the threshold value

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Cited by 9 publications
(12 citation statements)
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“…In this case, incision into aggraded surfaces limited the lateral migration of the channel and prevented a return to the pre‐invasion state (Reynolds et al, 2021). Recently, Calvani et al (2022) mathematically predicted a threshold velocity above which rivers switch between vegetated and bare‐bed conditions, which was tested in real systems.…”
Section: Discussionmentioning
confidence: 99%
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“…In this case, incision into aggraded surfaces limited the lateral migration of the channel and prevented a return to the pre‐invasion state (Reynolds et al, 2021). Recently, Calvani et al (2022) mathematically predicted a threshold velocity above which rivers switch between vegetated and bare‐bed conditions, which was tested in real systems.…”
Section: Discussionmentioning
confidence: 99%
“…Recently,Calvani et al (2022) mathematically predicted a threshold velocity above which rivers switch between vegetated and bare-bed conditions, which was tested in real systems.Awareness of the growth habits and traits of vegetation allows for prediction of how invasion may influence rivers currently undergoing, or likely to undergo, exotic species invasions or changes in vegetation dynamics from climate change, as was suggested by Calvani et al (2022) as well. Future efforts should couple measurements of plant traits and community structure with the additional physical parameters on the Green New Balance pendulum to test the efficacy of the model and add more nuance to it.…”
mentioning
confidence: 99%
“…Indeed, we decide not to include a sediment transport equation in the model in order to focus on the vegetation dynamics, with the aim of addressing the eco-morphodynamic problem in a further step. Finally, the non-erodible bed presents favourable condition for plant colonization [9], and at equilibrium it is covered by submerged aquatic vegetation with a uniform density. The set composed by the fluid mass density , the uniform depthaveraged flow velocity U * 0 and depth Y * 0 , the river width W * =2B * (with B * the half-width of the river), and the carrying capacity * m is used for the non-dimensionalization of the equations.…”
Section: Formulation Of the Problemmentioning
confidence: 99%
“…These rates mainly depend on ( 5) the vegetation species and on the hydraulic conditions. For a detailed analysis of these vegetation parameters and coefficients the reader is referred to Calvani et al [9] and Calvani et al [8].…”
Section: The Vegetation Dynamics Modelmentioning
confidence: 99%
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