Searched for: subject%3A%22flood%255C%252Bdefences%22
(1 - 10 of 10)
document
Klerk, W.J. (author), Kanning, W. (author), van Veen, Nelle-Jan (author)
Many flood defences in the Netherlands will have to be reinforced in the coming decades. Many dikes do not fulfill the safety standard due to geotechnical failure modes, largely due to epistemic, reducible uncertainties. . The Value of Information is a measure to indicate beforehand whether an investment towards reducing epistemic uncertainty is...
conference paper 2019
document
Voorendt, M.Z. (author), Vrijling, J.K. (author), Voortman, HG (author)
A lack of appropriate guidelines for the design and assessment hampers the development of multifunctional flood defenses like parking garages in quays and houses in dikes. The aim of the present paper, therefore, is to gain insight in the structural performance of multifunctional flood defenses and to provide a tool to evaluate design...
conference paper 2017
document
Van der Krogt, M.G. (author), Van den Ham, G.A. (author), Kok, M. (author)
Flow sliding of submerged slopes in front of dikes can affect the reliability of flood defences. The occurrence of flow sliding may result, sometimes with delay, in a failure mode and consequent flooding. The current safety assessment method for flow sliding does not consider the interaction between flow sliding and failure modes which can cause...
conference paper 2015
document
Van der Krogt, M.G. (author), Van den Ham, G.A. (author), Kok, M. (author)
Flow sliding of submerged slopes in front of dikes can affect the reliability of flood defences. The occurrence of flow sliding may result, sometimes with delay, in a failure mode and consequent flooding. The current safety assessment method for flow sliding does not consider the interaction between flow sliding and failure modes which can cause...
conference paper 2015
document
Aguilar Lopez, J.P. (author), Warmink, J.J. (author), Schielen, R.M.J. (author), Hulscher, S.J.M.H. (author)
The multi-functional flood defences are one of the many solutions proposed for climate adaptation in deltaic areas. Similar concepts flood management structures such as Delta-dikes, un-breachable dikes or super-levees can also be found in literature. Yet all of them have two key design requirements in common. The first one is to improve their...
conference paper 2015
document
Jonkman, S.N. (author), Mooyaart, L.F. (author), Van Ledden, M. (author), Stoeten, K.J. (author), De Vries, P.A.L. (author), Lendering, K.T. (author), Van der Toorn, A. (author), Willems, A. (author)
The Houston - Galveston area is at significant risk from hurricane induced storm surges. This paper summarizes ongoing studies on flood risk reduction for the region. Firstly, based on a simplified probabilistic hurricane surge model , the return periods of surges within the bay have been estimated. This model framework can be used to assess the...
conference paper 2014
document
Clarkson, J.D. (author), Braun, K. (author), Desoto-Duncan, A. (author), Forsyth, G. (author), De Gijt, J.G. (author), Huber, N.P. (author), Miller, D. (author), Rigo, P. (author), Sullivan, D. (author)
A significant issue associated Flood Defence Systems (FDS) is the difficulty of predicting how these structures will behave when inevitably they have been loaded beyond their designed capacity by a flood. The flood can cause these structures to fail catastrophically with loss of life and substantial damage to property. For a limited incremental...
conference paper 2013
document
Pham Quang, T. (author), van Gelder, P.H.A.J.M. (author), Vrijling, J.K. (author), Thu, T.M. (author)
Reliability and risk analyses are basic approaches, nowadays, for flood risk assessments in European countries such as the Netherlands, German, United Kingdom, etc. The methods also receive a lot of interest in developing countries. By considering uncertainties for both load and strength variables, the probability of failure for each element of...
conference paper 2012
document
Schweckendiek, T. (author), Kanning, W. (author)
Piping, also called under-seepage, is an internal erosion mechanism, which can cause the failure of dikes or other flood defence structures. The uncertainty in the resistance of a flood defence against piping is usually large, causing high probabilities of failure for this mechanism. A considerable part of this uncertainty is of epistemic nature...
conference paper 2009
document
Schweckendiek, T. (author), Vrouwenvelder, A.C.W.M. (author), Van Mierlo, M.C.L.M. (author), Calle, E.O.F. (author), Courage, W.M.G. (author)
A risk-based safety approach is indispensable to support decision-making on flood protection strategies and measures. Hitherto the effects of river system behaviour on flood risk have usually been neglected. River system behaviour refers to the fact that the flood risk (or safety) of a particular area may depend on the safety of other adjoining...
conference paper 2008
Searched for: subject%3A%22flood%255C%252Bdefences%22
(1 - 10 of 10)