2013
DOI: 10.1016/s1001-6279(14)60003-2
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Physical model experiments for sediment supply to the old Rhine through induced bank erosion

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Cited by 26 publications
(18 citation statements)
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“…Sediments were generated by the scour of the two pools and by bank erosion, both following the reduction in the area of the wetted section induced by the two groynes, while other sediments were produced from residual bedload transport within the main channel upstream of the restoration site [38]. These channel responses are in accordance with previous modeling and field reports [44,60,61]. Field monitoring showed that the flow velocities were reduced along the impacted section during the whole monitoring period (4 years) while maintaining the same range of flow velocities as measured during the pre-restoration period for both the upstream and the downstream sections (Figure 7.b).…”
Section: Channel Responses and Habitat Heterogeneitysupporting
confidence: 88%
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“…Sediments were generated by the scour of the two pools and by bank erosion, both following the reduction in the area of the wetted section induced by the two groynes, while other sediments were produced from residual bedload transport within the main channel upstream of the restoration site [38]. These channel responses are in accordance with previous modeling and field reports [44,60,61]. Field monitoring showed that the flow velocities were reduced along the impacted section during the whole monitoring period (4 years) while maintaining the same range of flow velocities as measured during the pre-restoration period for both the upstream and the downstream sections (Figure 7.b).…”
Section: Channel Responses and Habitat Heterogeneitysupporting
confidence: 88%
“…This ecological action consisted of removing the bank protection and three old groynes built during the beginning of the 20 th century (Figure 2.d) and implementing two new transverse groynes within the flow channel to maximize flow velocities and shear stresses along the bank. The location and shape of these groynes had been previously defined through numerical and physical modeling to promote bank erosion, deliver sediment into the channel and avoid any damage to human construction due to uncontrolled lateral erosion [44].…”
Section: Study Areamentioning
confidence: 99%
“…This ecological action consisted of removing the bank protection and three old groynes built during the beginning of the 20th century ( Figure 1d) and implementing two new transverse groynes within the flow channel to maximize flow velocities and shear stresses along the bank. The location and shape of these groynes had been previously defined through numerical and physical modeling to promote bank erosion, deliver sediment into the channel, and avoid any damage to human construction due to uncontrolled lateral erosion [45].…”
Section: Study Areamentioning
confidence: 99%
“…This was built on an ecological diagnosis (Staentzel et al , ), a sociological analysis (Piquette, ), historical geomorphology (Arnaud et al , ), and morphodynamics. These morphodynamics include the combination of field experiments, geomorphic monitoring, and hydro‐dynamic modelling (Koll et al , ; Béraud, ; Die Moran et al , ). Artificial gravel augmentation, with a particle size finer than the armoured riverbed, has been identified as requiring in situ testing because of limitations in the current models for predicting bedload entrainment and associated channel change.…”
Section: Study Sitementioning
confidence: 99%