Chapter
Dec 31, 2015
Flow Computations Nearby a Storm Surge Barrier Under Construction with Two-Dimensional Numerical Models
Authors: H.E. Klatter, J.M.C. Dijkzeul, G. Hartsuiker, and L. BijlsmaAuthor Affiliations
Publication: Coastal Engineering 1986
Abstract
This paper discusses the application of two-dimensional tidal models to the hydraulic research for the storm surge barrier in the Eastern Scheldt in the Netherlands.
At the site of the barrier local energy losses dominate the flow. Three methods are discussed for dealing with these energy losses in a numerical model based on the long wave equations.
The construction of the storm surge barrier provided extensive field data for various phases of the construction of the barrier and these field data are used as a test case for the computation at methods developed. One method is preferred since it gives good agreement between computations and field data. The two-dimensional flow patterns, the discharge and the head-difference agree well.
The results of scale model tests were also available for comparison. This comparison demonstrated that depth-averaged velocities, computed by a two-dimensional numerical model, are as accurate as values obtained from a large physical scale model. Even compicated flow patterns with local energy losses and sharp velocity gradients compared well.
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© 1987 American Society of Civil Engineers.
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Published online: Dec 31, 2015
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Authors
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H.E. Klatter
Hydraulic Engineer, Hydraulic Research Division, Ministry of Transport and Public Works, P.O. Box 5044, 2600 GA Delft, The Netherlands.
J.M.C. Dijkzeul
Mathematician, Tidal Water Division, Ministry of Transport and Public Works, Van Alkemadelaan 400, 2597 AT, The Haque, The Netherlands.
G. Hartsuiker
Poject Engineer, Delft Hydraulics Laboratory, P.O. Box 152, 8300 AD, Emmeloord, The Netherlands.
L. Bijlsma
Senior Engineer, Zeeland Division, Ministry of Transport and Public Works, P.O. Box 5014, 4330 KA Middelburg, The Netherlands.
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