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Van de Graaff, J. (author), Boers, M. (author), Diermanse, F.L.M. (author), Walstra, D.J. (author), Steetzel, H.J. (author)
report 2007
document
Van de Graaff, J. (author), Van Gent, M.R.A. (author), Boers, M. (author), Diermanse, F.L.M. (author), Walstra, D.J. (author), Steetzel, H.J. (author)
De TAW Leidraad Duinafslag van 1984 is vervangen door dit Technisch Rapport Duinafslag 2006 (TRDA2006). De hoofdreden daarvoor is dat er indertijd bij het opstellen van de Leidraad 1984 niet voldoende rekening is gehouden met het effect dat de golfperiode heeft op de mate van duinafslag. Metingen van golfkarakteristieken hebben inmiddels laten...
report 2007
document
Gent, M.R.A. van (author), Coeveld, E.M. (author)
report 2007
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Steetzel, H.J. (author), Coeveld, E.M. (author), Graaff, J. van de (author), Diermanse, F.L.M. (author), Gent, M.R.A. van (author)
report 2007
document
The dune erosion prediction method presently used to assess the safety level of dunes along the Dutch coast was developed for situations with wave periods up to Tp = 12 seconds, while situations can be expected with wave periods larger than Tp = 12 seconds. Preliminary analyses of the potential influence of longer wave periods on dune erosion...
report 2006
document
Gent, M.R.A. van (author), Coeveld, E.M. (author), Vroeg, J.H. de. (author), Graaff, J. van de (author), Steetzel, H.J. (author), Rijn, L.C. van. (author)
report 2006
document
The dune erosion prediction method presently used to assess the safety level of dunes along the Dutch coast was developed for situations with wave periods up to Tp = 12 seconds, while situations can be expected with wave periods larger than Tp = 12 seconds. Preliminary analyses of the potential influence of longer wave periods on dune erosion...
report 2006
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Walstra, D.J.R. (author), Steetzel, H.J. (author)
report 2003
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Overview of the use of probabilistic methods in flood protection in the Netherlands; Dutch contribution the European project: European Survey of risks, safety standards and probabilistic techniques.
report 1999
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Onderwater, M.C. (author)
In order to yield an expression for the probability of breaching, in this desk study the mechanism that play a role in the initiation of breaching of dunes are described and preliminary quantified. In addition a pragmatic description for the assessment of the combined probability of breaching is elaborated. From this it was concluded that...
report 1998
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De Valk, C.F. (author), Steetzel, H.J. (author)
Dune erosion during storms is a dynamical process. Failure of a dune to protect the hinterland flooding depends on the loads (sea level, wave height) and duration of these loads. This study investigates the description of the statistics of the load histories of extreme storms for load modelling on dunes.
report 1997
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Steetzel, H.J. (author)
report 1996
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Steetzel, H.J. (author)
report 1996
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Leadon, M.E. (author)
In terms of both coastal erosion and structural damage Hurricane Opal may prove to have been the most destructive storm ever to impact the coastal zone of Florida. Structural damage, as well as, beach and dune erosion occurred throughout all of the Panhandle from Escambia to Franklin counties. Damage extended to a lesser degree into lower Gulf...
report 1995
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Steetzel, H.J. (author)
Dit rapport gaat in op de formulering van een advies inzake de toetsingsregels voor de vormgeving van de aansluiting tussen verschillende waterkeringsconstructies.
report 1995
document
Steetzel, H.J. (author)
report 1994
document
Verhagen, H.J. (author)
course contribution on the calculation of dune erosion due to storms
report 1990
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Kraus, N.C. (author)
This report consists of seven papers dealing with numerical simulation of beach change that were recently published by members of the Coastal Engineering Research Center, US Army Engineer Waterways Experiment Station, and colleagues from other organizations. The papers collectively provide an overview of the state of research and engineering...
report 1990
document
Van de Graaff, J. (author)
A method is presented to evaluate the safety of dunes as a sea defence. The method is based on the dune erosion profile according to VELLINGA combined with a probabilistic approach. Every dune can be tested with this method and it is possible to determine the probability of collapse of a dune whereby the polders are flooded.
report 1989
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Steetzel, H.J. (author)
Bij de zuidwestkust van Walcheren ligt de getijgeul pal onder de kust. Naar aanleiding van problemen welke zich in deze situatie voordoen bij strikte toepassing van de "Leidraad voor de beoordeling van duinen als waterkering" heeft in Werkgroep 5 van de Technische Adviescommissie voor de Waterkeringen (TAW-5) overleg plaatsgevonden over de...
report 1987
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