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Knulst, K. (author)
To research if the current practice of mandating individual flood risk assessments supports the goal of an optimal flood risk a case study is performed in this thesis. The flood risk in 2050 is assessed for the liquid bulk storage terminals of the company Vopak located in and near the Botlek area of Rotterdam harbor. The used flood risk...
master thesis 2017
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Knoop, C.J.T. (author)
The Netherlands is a low-lying country which is protected against floods by a flood protection system consisting of dikes, dunes and other hydraulic structures. The quality of the flood defense system should be of a sufficiently high level to guarantee protection against a flood. If a flood defense is unsafe, measurements are required to improve...
master thesis 2017
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de Graaf, M. (author)
master thesis 2017
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Veerhuis, L.M.S. (author)
The Netherlands recently developed a new risk approach for flood management. The approach changed the safety standards in the Water-Act. The safety standard used to be an exceedance probability of the design water level, and the flood defence was supposed not to fail for all water levels below this level. Since knowledge regarding the actual...
master thesis 2017
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Van Osselen, K.R. (author)
Dutch flood protections are assessed every five to six years in a nationwide safety assessment round. During the last assessment round large dike stretches in the Dutch Wadden Sea could not meet the safety requirements, and were assessed with failure. Dike strengthening is therefore needed in these areas. However, in front of these dike salt...
master thesis 2016
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Ten Bokkel Huinink, J.G.F. (author)
A large part of the Netherlands consists of polder area. Therefore the inhabitants have to rely on the Dutch flood defence system to protect them against floods. A vast network of drainage canals ensures that the seepage water and the precipitation water is transported from the polders toward the outside water. There are several mechanisms which...
master thesis 2016
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de Way, M.P. (author)
This research comprised of an investigation into outer-dike flood risks. Both direct and indirect risks were considered and an extensive uncertainty analysis was performed. Additionally, an assessment on environmental risks and protective measures was made based on the pilot of the industrial harbour the Botlek.
master thesis 2016
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Rijnen, K.M.F. (author)
master thesis 2016
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Bouziotas, D. (author)
During the last years, flood risk assessments at continental and global scales are emerging as useful tools for risk hotspot identification, support for international policy-making and harmonization of strategies for climate change adaptation. The emergence of these models comes to cover the growing demand for integrated, large-scale risk...
master thesis 2016
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Schoemaker, M.A. (author)
The Hollandsche IJssel is a river between Rotterdam and Gouda and is protected from the main river system in the Netherlands by a storm surge barrier. The Hollandsche IJssel experiences several problems: the storm surge barrier dates from 1958 and has a relatively low closure reliability; three quarters of the dikes have been rejected according...
master thesis 2016
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Rongen, G.W.F. (author)
The Belgian Meuse is a river with a relatively low flood risk. The floodplains are narrow, and the estimated impact is not large until the flood reaches a magnitude of a once in a 200 years event. Flooding along the Belgian Meuse could however have an effect on the flood safety in the Netherlands, since there the flood defences are dimensioned...
master thesis 2016
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Kharagjitsing, R. (author)
master thesis 2015
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Rikkert, S.J.H. (author)
Hydrological models are used for several purposes, from reservoir management to stormflow prediction. However, their predictive power is often questionable. As most rainfall-runoff models are highly dependent on calibration, models often show deteriorated performance during the validation period. This is caused by too much focus on and trust in...
master thesis 2015
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Dokter, J.C. (author)
Large parts of the Netherlands are exposed to the threats of flooding due to the influence of high water coming from the North Sea region, due to high discharge of rivers like the Meuse and Rhine or due to a combination of North Sea water levels and river discharges. In order to cope these threats, strategies are developed in the Delta Program...
master thesis 2015
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Van der Meijs, R.C.J. (author)
master thesis 2015
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Van Zuijlen, J.J. (author)
A large part of the flood defences in The Netherlands does not meet the present safety standards. In 2014 the delta programme has proposed new safety standards, which are based on the flood risk approach. These new safety standards will for a lot of river dikes be stricter than the currently prevailing safety standards. A lot of work has to be...
master thesis 2015
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Evers, G.A. (author)
A dike is designed for an extreme event which greatly exceed the situation under daily circumstances. The expected loading during such an event is, however, difficult to estimate. Inherent uncertainties in nature and epistemic uncertainties in models and statistical data impede a clear verdict about the exact loading on a dike. Consequently,...
master thesis 2015
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Suijkens, Sven (author)
The global economical losses caused by flooding have increased over the last 50 years (IPCC, 2014; UNISDR, 2013). Deltares and HKV are developing new methods to quantify flood risk on a global scale. A Flood Risk Assessment Tool (FIAT) is used to performcalculations. The definition of risk is hazard x exposure x vulnerability. FIAT is able to...
bachelor thesis 2015
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Osmanoglou, Defne (author)
Flood safety in low-lying delta regions has been a challenge of all ages. Societies worldwide have been trying to protect themselves against flood hazards for centuries. Floods in vulnerable urban regions are often caused by heavy rainfall, high river flow, extreme sea levels, or combinations of those three. Currently, there is a lack of tools...
master thesis 2015
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Van der Krogt, M.G. (author)
Flow sliding of submerged slopes in front of dikes affects flood safety. 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. Therefore it is unclear whether the...
master thesis 2015
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