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Regurlar1y dredged materials in harbour waters, in order to maintain accessibility, are mainly composed of cohesive mud. Usually, they have to be rejected into the sea. On a theoritical point of view, the behavior of this kind of rejects still remains unc1ear, and subjected to many questions. Experiments are carried out in physical modelling flUIDes to study their behavior on a short tirne scale. Different results are presented here, and especially a "heavy liquor" one will be detailed. We point out that the deposition rate mainly depends on ul.e initial yield value of the rej ected material. Two models of numerical simulations are studied. Their analysis show they have to be used with care for mud rejects in shallow waters submitted to marh'1e ClUTents.

Amélioration des connaissances sur les rejets par clapage de type vase