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This paper aims to analyse the link between the hydraulic structures and the watercourse riverbed. In this regard the Epurasu branch has been chosen as a case study area. This is a secondary branch of the Lower Danube, located between the 341-334 kilometers of the Danube River. Epurasu branch is in an advanced state of silting/colmation, possibly due to the unfinished damming works, from the mid-80s of the last century. Thus, over the years, various solutions have been proposed to ensure the longitudinal connectiv...