Prediction of interaction between a side overflow and bed-load transport in a channel with semi-empirical approaches

Side weirs are free overflow regulation and diversion structures commonly encountered in flood protection engineering. The lateral loss of water reduces the bed-load transport capacity in the main channel, leading to local sediment deposition near the side overflow. As a consequence, the design overflow is increased in an uncontrolled way. Since this flow--sediment interaction in such a channel has not been studied so far, systematic flume experiments have been performed. Based on these experiments, a two-dimensional empirical model to describe the longitudinal evolution of the aggraded channel reach near the weir has been developed. In addition, a simple and straightforward approach for direct estimation of the side overflow in presence of bed-load transport has been established. To be generally applicable in engineering practice, all input variables are expressed in terms of dimensionless parameters. Finally, the application of the models is demonstrated in a case study on the Rhone River in Switzerland. Key words: side overflow, sediment transport, bed morphology, deposition, semi-empirical model, laboratory tests. Les seuils a deversoir lateral sont des structures de controle et de detournement a ecoulement libre regulierement utilisees en ingenierie de lutte contre les inondations. La perte laterale d'eau permet de reduire la capacite de transport de la charge de fond dans le chenal principal, engendrant ainsi une deposition locale des sediments pres du deversoir lateral. Le debordement servant aux calculs est donc augmente de maniere non controlee. Des experiences systematiques de canal sur appuis ont ete realisees puisque cette interaction ecoulement-sediments dans un tel canal n'avait jamais ete etudiee. Base sur ces experiences, un modele empirique bidimensionnel a ete developpe afin de decrire l'evolution longitudinale de la portion du canal alluvial a proximite du deversoir. De plus, une approche simple et explicite d'estimation directe de l'ecoulement lateral avec transport de la charge de fond a ete determinee. Pour etre applicables a l'ingenierie, les variables d'entree sont exprimees en termes de parametres sans dimensions. Finalement, l'utilisation des modeles est demontree sur une etude de cas du Rhone en Suisse. Mots-cles : seuil a deversoir lateral, transport de sediments, morphologie du lit, deposition, modele semi-empirique, essais en laboratoire. [Traduit par la Redaction]
1. Introduction Side weirs, also known as lateral weirs, and overflow dams are free overflow regulation and diversion devices commonly encountered in river engineering. They are set into the bank [...]