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Cross-sectional stability of estuary channels in The Netherlands
Gerritsen, F.; de Jong, H.; Langerak, A. (1991). Cross-sectional stability of estuary channels in The Netherlands, in: Edge, B.L. (Ed.) Twenty-Second Coastal Engineering Conference. Proceedings of the International Conference July 2-6, 1990 in Delft, The Netherlands. Volume 1. Coastal Engineering Proceedings, 22: pp. 2922-2935
In: Edge, B.L. (Ed.) (1991). Twenty-Second Coastal Engineering Conference. Proceedings of the International Conference July 2-6, 1990 in Delft, The Netherlands. Volume 1. Coastal Engineering Proceedings, 22. American Society of Civil Engineers (ASCE): New York. ISBN 0-87262-776-4. 3305 pp., meer
In: Coastal Engineering Proceedings. American Society of Civil Engineers (ASCE): New York. ISSN 2156-1028, meer
Beschikbaar in  Auteurs 
Documenttype: Congresbijdrage
Trefwoorden
    Marien/Kust; Brak water
Auteurs  Top 
  • Gerritsen, F.
  • de Jong, H.
  • Langerak, A.
Abstract
    Stability characteristics of tidal channels of the Western Scheldt and of the Wadden Sea are compared. Stability parameters used for the comparison are the maximum discharge, Qmax, the Flood Volume FV (of Tidal Prism) and the mean tidal velocity. It appears that linear trends can be established between the cross-section and the various stability parameters, for each of the two systems, but that the regression relationship is not the same.
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