Morphological resilience to flow fluctuations of fine sediment deposits in bank lateral cavities. (May 2018)

• Record Type: Journal Article
• Authors: Juez, C.; Thalmann, M.; Schleiss, A.J.; Franca, M.J.
• Is Part Of: Advances in water resources. Volume 115(2018)
• Page Start: 44
• Page End: 59
• Publication Date: 2018-05
• Subjects: River embayments -- Macro-roughness lateral elements -- Fine sediment -- Unsteady flow -- Hydropeaking -- Seasonal flows -- Groyne; Hydrology -- Periodicals; Hydrodynamics -- Periodicals; Hydraulic engineering -- Periodicals; 551.48
• DOI: 10.1016/j.advwatres.2018.03.004
• Languages: English
• ISSNs: 0309-1708

Abstract

Highlights: In-cavity sediment deposits are highly resilient to the high flow events. The mobilization of the in-cavity sediments depends on the geometry of the cavities and on the hydrograph applied. The magnitude of the disruptive phase is the most relevant parameter for the in-cavity sediments mobilization. Abstract: Lateral cavities are built in the banks of rivers for several purposes: to create harbors, to capture sediment, to keep a central navigable channel (i.e., Casiers de Girardon in the Rhone river) or to promote the formation of aquatic habitats if a limited amount of sediment is captured, providing hydraulic and morphologic diversity (i.e., the case of Japanese Wandos). This work is focused on this latter purpose: promotion of hydraulic and morphologic diversity. In these scenarios, an increase in the flow discharge in the main channel may, however, re-mobilize the deposit of sediment inside these lateral embayments and cause a sudden increase of the sediment concentration and turbidity in the main channel. It is thus of interest to characterize the resistance and resilience of these sedimentary deposits when the main channel is subjected to high flow or flushing events. Laboratory tests were carried out for five different normalized geometries of the cavities installed in the banks of an open channel and for five hydrographs with different levels of unsteadiness. Water depth, sediment deposit mass, sediment concentration and area covered by the settled sediments were recorded throughout each experiment. Although sediment deposits established at equilibrium before the flushing events are different depending on the geometry of the cavities, generally, they are recovered after being flushed by the high flow events. It is shown that the resistance and resilience of the sediment deposits are strongly dependent on the flow field and the mass exchange between the main channel and the cavities. This mass exchange is governed by the geometry of the cavities and the magnitude of the hydrographs applied.