Articles | Volume 12, issue 4
https://doi.org/10.5194/essd-12-2775-2020
© Author(s) 2020. This work is distributed under
the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
https://doi.org/10.5194/essd-12-2775-2020
© Author(s) 2020. This work is distributed under
the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
Measurements of hydrodynamics, sediment, morphology and benthos on Ameland ebb-tidal delta and lower shoreface
Bram C. van Prooijen
CORRESPONDING AUTHOR
Department of Hydraulic Engineering, Delft University of Technology, Delft, the Netherlands
Marion F. S. Tissier
Department of Hydraulic Engineering, Delft University of Technology, Delft, the Netherlands
Floris P. de Wit
Department of Hydraulic Engineering, Delft University of Technology, Delft, the Netherlands
Stuart G. Pearson
Department of Hydraulic Engineering, Delft University of Technology, Delft, the Netherlands
Deltares, Delft, the Netherlands
Laura B. Brakenhoff
Department of Physical Geography, Utrecht University, Utrecht, the Netherlands
Marcel C. G. van Maarseveen
Department of Physical Geography, Utrecht University, Utrecht, the Netherlands
Maarten van der Vegt
Department of Physical Geography, Utrecht University, Utrecht, the Netherlands
Jan-Willem Mol
Rijkswaterstaat, Lelystad, the Netherlands
Frank Kok
Rijkswaterstaat, Lelystad, the Netherlands
Harriette Holzhauer
Department of Water Engineering and Management, University of Twente, Enschede, the Netherlands
Deltares, Delft, the Netherlands
Jebbe J. van der Werf
Deltares, Delft, the Netherlands
Department of Water Engineering and Management, University of Twente, Enschede, the Netherlands
Tommer Vermaas
Deltares, Delft, the Netherlands
Matthijs Gawehn
Deltares, Delft, the Netherlands
Bart Grasmeijer
Deltares, Delft, the Netherlands
Edwin P. L. Elias
Deltares, Delft, the Netherlands
Pieter Koen Tonnon
Deltares, Delft, the Netherlands
Giorgio Santinelli
Deltares, Delft, the Netherlands
José A. A. Antolínez
Department of Hydraulic Engineering, Delft University of Technology, Delft, the Netherlands
Paul Lodewijk M. de Vet
Department of Hydraulic Engineering, Delft University of Technology, Delft, the Netherlands
Deltares, Delft, the Netherlands
Ad J. H. M. Reniers
Department of Hydraulic Engineering, Delft University of Technology, Delft, the Netherlands
Zheng Bing Wang
Department of Hydraulic Engineering, Delft University of Technology, Delft, the Netherlands
Deltares, Delft, the Netherlands
Cornelis den Heijer
Department of Hydraulic Engineering, Delft University of Technology, Delft, the Netherlands
Data2day, Delft, the Netherlands
Carola van Gelder-Maas
Rijkswaterstaat, Lelystad, the Netherlands
Rinse J. A. Wilmink
Rijkswaterstaat, Lelystad, the Netherlands
Cor A. Schipper
Rijkswaterstaat, Lelystad, the Netherlands
Harry de Looff
Rijkswaterstaat, Lelystad, the Netherlands
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Short summary
To protect the Dutch coastal zone, sand is nourished and disposed at strategic locations. Simple questions like where, how, how much and when to nourish the sand are not straightforward to answer. This is especially the case around the Wadden Sea islands where sediment transport pathways are complicated. Therefore, a large-scale field campaign has been carried out on the seaward side of Ameland Inlet. Sediment transport, hydrodynamics, morphology and fauna in the bed were measured.
To protect the Dutch coastal zone, sand is nourished and disposed at strategic locations. Simple...
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