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Apr 26, 2012
Large-Scale Scour of the Sea Floor and the Effect of Natural Armouring Processes, Land Reclamation Maasvlakte 2, Port of Rotterdam
Authors: Sander Boer [email protected], Edwin Elias Hydraulics), Stefan Aarninkhof [email protected], Dano Roelvink [email protected], and Tiedo Vellinga [email protected]Author Affiliations
Publication: Coastal Sediments '07
Abstract
Morphological model computations based on uniform (non-graded) sediment revealed an unrealistically strong scour of the sea floor in the immediate vicinity to the west of Maasvlakte 2. By means of a state-of-the-art graded sediment transport model the effect of natural armouring and sorting of bed material on the scour process has been examined. Sensitivity computations confirm that the development of the scour hole is strongly reduced due to the incorporation of armouring processes, suggesting an approximately 30% decrease in terms of erosion area below the –20m depth contour.
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© 2007 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Infram, PO Box 16, 8316 ZG Marknesse, The Netherlands, 241120. E-mail: [email protected]
US Geological Survey, 345 Middlefield Road, m.s. 999, Menlo Park, CA 94025, [email protected] (formerly Delft. E-mail: Hydraulics)
Royal Boskalis Westminster nv, P.O. Box 43, 3350 AA Papendrecht, The Netherlands (formerly Delft Hydraulics). E-mail: [email protected]
UNESCO-IHE and WL | Delft Hydraulics, P.O. Box 3015, 2601 DA Delft, The Netherlands. E-mail: [email protected]
Delft University of Technology and Port of Rotterdam, P.O. Box 6622, 3002 AP Rotterdam, The Netherlands, 521309. E-mail: [email protected]
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