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one publication added to basket [242354]

Nautical bottom sediment research: sub report 10. Theoretical Review of CohesiveSediments Rheology. General Guidelines for Numerical Modelling and Laboratory Measurements Wildemeersch, K.; Van Hoestenberghe, T.; Claeys, S.; De Schutter, J.; Van Oyen, T.; Vanlede, J.; Verwaest, T.; Mostaert, F. (2014). Nautical bottom sediment research: sub report 10. Theoretical Review of CohesiveSediments Rheology. General Guidelines for Numerical Modelling and Laboratory Measurements. Version 6.0. WL Rapporten, 00_161. Flanders Hydraulics Research: Antwerp. II, 33 pp. Deel van: WL Rapporten. Waterbouwkundig Laboratorium: Antwerpen.

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Beschikbaar in	Auteurs
Waterbouwkundig Laboratorium: Open Repository 266070 [ OWA ] Waterbouwkundig Laboratorium: WL Rapporten [265624]
Documenttype: Projectrapport

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Trefwoorden

Hydraulics and sediment > Hydrodynamics > Tides Hydraulics and sediment > Sediment > Cohesive sediment Nautical bottom Numerical modelling Physical modelling Physics > Mechanics > Rheology Sedimentation > Diagenesis > Consolidation Sediments > Clastics > Mud ANE, België, Brugge, Haven van Zeebrugge [Marine Regions]

Author keywords

Admodus usp; DRDP

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Contactgegevens

Opdrachtgever: Vlaamse overheid; Beleidsdomein Mobiliteit en Openbare Werken; Vlaams Ministerie van Mobiliteit en Openbare Werken; Departement Mobiliteit en Openbare Werken; Afdeling Maritieme Toegang, meer

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Auteurs		Top
Wildemeersch, K. Van Hoestenberghe, T. Claeys, S., meer De Schutter, J.	Van Oyen, T. Vanlede, J., meer Verwaest, T., meer Mostaert, F.

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Abstract

The present review is oriented to establish a basis for further study work of cohesive sediment transport and rheology. A theoretical review, of several models, is made. These models were proposed to simulate the transport and parameters of cohesive sediments (i.e. muds) during the sedimentation and consolidation. The main topics that were studied are: sedimentation, hindered settling of sediments in suspension, effective stress of consolidating muds and rheological properties of cohesive sediments. These numerical formulations were assessed, were possible, by their application to the measurements of the Sediment Test Tank. Most of the formulations were validated showing good correlations. However, in some cases, it was not possible to apply the reviewed models to the initial sedimentation phase because this phase was not part of the experimental work.

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