2022
DOI: 10.1016/j.geomorph.2022.108243
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Geomorphic effects of a run-of-the-river dam in a multi-driver context: The case of the Upper Garonne (Central Pyrenees)

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Cited by 4 publications
(5 citation statements)
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“…For understanding and assessment of the effect of different drivers on channel incision, we select the BACI approach that compared pre‐state (Before), post‐state (After) and reach ( Control ) that is not affected by potential external effects. The method was applied for assessment restoration (Marteau et al, 2022) but is applicable for assessing any impacted river system with the different spatial manifestations of channel transformation (Bulteau et al, 2022). The Before‐After approach (time scale) is related to the pre‐state situation in 1949 and before the main channelisation works that started in the 1950s.…”
Section: Methodsmentioning
confidence: 99%
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“…For understanding and assessment of the effect of different drivers on channel incision, we select the BACI approach that compared pre‐state (Before), post‐state (After) and reach ( Control ) that is not affected by potential external effects. The method was applied for assessment restoration (Marteau et al, 2022) but is applicable for assessing any impacted river system with the different spatial manifestations of channel transformation (Bulteau et al, 2022). The Before‐After approach (time scale) is related to the pre‐state situation in 1949 and before the main channelisation works that started in the 1950s.…”
Section: Methodsmentioning
confidence: 99%
“…Previous studies focus primarily on the actual state and description of the past events, concentrating on the single reach without differentiating the control and impact sections. Generally, the BACI (Before‐After‐Control‐Impact) approach is developed for understanding the effect of revitalisation, but it is applicable for understanding the impact of any drivers or changes in the river channel (Bulteau et al, 2022). Separation of upstream and downstream controls, and local and catchment controls based on a multi‐BACI approach, is still lacking and challenging for understanding river incision.…”
Section: Introductionmentioning
confidence: 99%
“…So, without properly elucidating the concerned drivers and stressors, managers and decision-makers may propose misdirected or counter-productive policies (Srinivasan et al, 2015). Unravelling these important factors requires the analysis of the long-term hydrological patterns, with the identification of temporal trajectories and the analysis of the main contributors involved in the observed trends (Bulteau et al, 2022). Assessing the consistency in the patterns of drivers (i.e., climate, land, and water uses) and stressors (i.e., groundwater overexploitation, nutrients and contaminants loads), and their relation to the hydrological regimes, provides the ground for developing a proper interpretation of the hydrological dynamics of the basin.…”
Section: Introductionmentioning
confidence: 99%
“…In the first two stages, the reduction in sediment flux over the weir can result in a milder equilibrium bed slope, pronounced bed degradation, and coarser surface material downstream (Bulteau et al., 2022; Casserly et al., 2020; Galia et al., 2016; Magilligan et al., 2021; Martín‐Vide & Andreatta, 2009). The degradation depth caused by weirs is reported to be in the range of 0.4–6.9 m in decades (Bulteau et al., 2022; Galia et al., 2016; Korpak et al., 2021; Martín‐Vide & Andreatta, 2009), much lower than that observed in the Shi‐ting River. Besides the differences in channel size, weir height and the flow discharge, the combined effect of weirs, sand input, and mining could play an important role in bed degradation.…”
Section: Introductionmentioning
confidence: 99%
“…There are three major stages related to how a weir can affect bedload transport: the first consists of trapping all bedload, the second consists of partial trapping of bedload, and at the third stage, the weir no longer traps any bedload (Pearson & Pizzuto, 2015). In the first two stages, the reduction in sediment flux over the weir can result in a milder equilibrium bed slope, pronounced bed degradation, and coarser surface material downstream (Bulteau et al., 2022; Casserly et al., 2020; Galia et al., 2016; Magilligan et al., 2021; Martín‐Vide & Andreatta, 2009). The degradation depth caused by weirs is reported to be in the range of 0.4–6.9 m in decades (Bulteau et al., 2022; Galia et al., 2016; Korpak et al., 2021; Martín‐Vide & Andreatta, 2009), much lower than that observed in the Shi‐ting River.…”
Section: Introductionmentioning
confidence: 99%