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Tri, M.C. (author)
In the low-lying coastal regions coastal defence structures are usually designed with a main function to protect the hinterland from highly vulnerable to coastal flooding. Sea dikes are usually the most common and important elements which form the coastal flood defence system. Sea dikes are designed at a pre-defined circumstance and requirement....
report 2008
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Kleissen, F.M. (author), Arentz, L. (author), Reed, M. (author), Johansen, O. (author)
report 2007
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Schijndel, S.A.H. van. (author), Smale, A. (author), Vuren, S. van. (author), Dekker, J. (author), Zijlstra, R. (author)
report 2005
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Klis, H. van der (author), Dijkman, J.P.M. (author)
report 2005
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Eijgenraam, C.J.J. (author), Stolwijk, H.J.J. (author), Ebregt, J. (author)
This report is part 2 of the economic analysis of the project ‘Space for the Rivers’, which aims at improving the safety against flooding along the river Rhine. It is a Cost-Effectiveness Analysis (CEA) of proposed measures and packages. A method has been developed for evaluating measures and packages with more than one effect at the same time....
report 2005
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Allsop, N.W.H. (author)
Prediction of wave overtopping discharges for seawalls / breakwaters have improved significantly over the last 25 years, but processes associated with overtopping hazards to people on or close behind seawalls are not yet well understood. Despite research advances in recent years, there remain important gaps in knowledge and disagreements over...
report 2005
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Obdam, H.J. (author)
This report identifies the need of the developing world for introducing asset management plans as a key condition for financing infrastructure investments. It highlights the lessons learned of the management of the Dutch water-related infrastructure and provides recommendations on the application of the Dutch experience and expertise in projects...
report 2002
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Nguyen, G.N. (author)
Traditionally, the design of sea and river dikes in Vietnam is primarily based on a water level with a particular frequency of being exceeded. The frequencies of exceedence of design levels and governing discharge are widely regarded as constituting a standard for the safety of the region protected by the dikes and are interpreted in terms of...
report 2002
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Traditionally, the design of sea and river dikes in Vietnam is primarily based on a water level with a particular frequency of being exceeded. The frequencies of exceedence of design levels and governing discharge are widely regarded as constituting a standard for the safety of the region protected by the dikes and are interpreted in terms of...
report 2002
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Baan, P.J.A. (author), Boot, G. (author)
report 1999
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Tuan, T.Q. (author)
The coastal structures are of great variety both in type and function. Among those, dike in association with revetrnent is being regarded as the most typical measure for shore proteetion because of its relative importance and economical feasibility. Recently, a broad knowledge on the design concept of these types of structure has been developed...
report 1999
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Groot, S. (author)
report 1999
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Snoeker, X.C. (author), Heijer, F. den (author)
report 1998
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Schiereck, G.J. (author)
English translation of "grondslagen voor waterkeringen". This guideline offers an overview of the design backgrounds of dikes and levees. It describes the system that leads to the need for water defences and the systems whose function it is to retain water or which are related to it and why this function is allocated. Attention is paid to the...
report 1998
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Jonge, J.J. de (author)
report 1997
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report 1997
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Le Huy Thang, T. (author)
In designing marine and coastal structures there always exists a considerable uncertainty, especially regarding the reliability of the data to be used. This is primarily due to the stochastic nature of sea waves - one of the most complex, volatile, pertinacious and uncomprehensible of nature's forces. Indeed, even if using all the available...
report 1995
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Lamberti, A. (author)
During the last few decades the believe that absolute security could be provided has been recognized to be mistaken in many branches of engineering. This happens as a consequence of the imperfect predictability of load intensity, structural characteristics and structural behavior, as well as a consequence of human gross errors during the design...
report 1992
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report 1988
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Vrijling, J.K. (author)
Het hierna volgende rapport is het resultaat van een studie, uitgevoerd door werkgroep 10 "Probabilistische methode" van de Technische Adviescommissie voor de Waterkeringen. Het beoogt een stap te zijn op een lange weg naar een zo goed mogelijke objectieve bepaling van normen voor risiconiveaus. Het rapport gaat in op de maatschappelijke...
report 1985
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