Searched for: department:"Hydraulic"
(1 - 15 of 15)
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Jongerius, Y.R. (author)
In this research the reliability of dikes are studied that are influenced by the presence of buildings. Along many Dutch dikes (residential) buildings are present. These buildings may influence the reliability of the dike positevely and or negatively. In this study a probabilistic method is developed to determine the influence of a building,...
master thesis 2016
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Oosterlo, P. (author)
In this thesis, a method was developed, with which the infragravity waves and morphological changes of a sandy foreshore are included in the calculation of the probability of dike failure due to wave overtopping. Constructing a natural foreshore in front of the dike can be an attractive and innovative method to decrease the failure probability....
master thesis 2015
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Leontaris, G. (author)
During the past years a lot of attention has been drawn towards the development of renewables, due to the expected depletion of fossil fuels and political decisions. Offshore wind energy is considered as one of the most promising renewable energy sources, however the cost of offshore wind farms have not yet reached competitive levels. Hence...
master thesis 2015
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Van Loon, P.S.P. (author)
During this research a method is developed for finding the cost optimal design of a sea dike when a probabilistic method is being applied and flexibility is allowed in the distribution of the total failure probability over the various failure mechanisms. A probabilistic model has been set up to calculate the cost optimal design for a sea dike...
master thesis 2014
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Pol, J.C. (author)
Design water levels are a basic concept in flood risk management practice. These water levels with a specified return period are used for the design of dikes and other flood protection measures along the river Meuse. Current practice is that these water levels are determined by hydrodynamic simulation of a standard design hydrograph at the...
master thesis 2014
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Dobrochinski, J.P.H. (author)
Large capital and maintenance dredging operations are required to ensure the accessibility of many ports. The expenses associated with the dredging operations can have a significant impact on the finances of these ports. Therefore, considerable attention to the design of the width and depth aspects of access channels is justifiable. This study...
master thesis 2014
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Bischiniotis, K. (author)
This research follows a fully probabilistic approach in order to estimate the optimal design for a river dike cross-section, taking into account the investment costs. From the theory studied, the failure mechanisms that contribute most to the failure of river dikes are identified. These are overflowing, wave overtopping, piping and inner slope...
master thesis 2014
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Stoeten, K.J. (author)
More than five years after Hurricane Ike devastated the Galveston Bay Area, the most critical challenge remains; reducing flood vulnerability. In response to Hurricane Ike’s disastrous impact, several structural flood risk reduction strategies have been proposed. Some advocating local solutions, others advocating system-wide coastal barriers....
master thesis 2013
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Dupuits, E.J.C. (author)
Dredge plumes and ecology have become increasingly intertwined in recent history; one of the more prominent reasons behind this is the influence of clouds of fine sediments released in the open water due to dredging (`dredge plumes') on for `sensitive receivers' such as coral, seagrass and mangroves. An Environmental Risk Assessment (ERA) in...
master thesis 2012
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Den Hengst, S. (author)
master thesis 2012
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Bus, C.A. (author)
Robustness has recently become a popular term in structural and hydraulic engineering. However, the concept of ‘robust design’ or ‘robustness’ has no clear definition. The aim of this thesis was to find a definition for a robust system and to use this definition to search for an added value of robust design in structural engineering. The...
master thesis 2012
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Becker, J.H. (author)
Nowadays, the ecological effects of dredge plumes are usually managed based on the precautionary principle. Predictions of suspended sediment levels are made, which have to be compared to thresholds set by the responsible authority. Failing to comply may cause a project to be delayed and thus lead to additional costs. The precautionary principle...
master thesis 2011
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Miete, O.M. (author)
In hydraulic engineering it is known that for the evaluation of the performance of a system, a probabilistic approach is preferable to a deterministic one. The essence of such a probabilistic approach is that random variability/uncertainty is explicitly taken into account. In this graduation project, this probabilistic way of looking at a system...
master thesis 2011
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Abdelouarit, Y. (author)
In dit rapport wordt een probabilistisch (diepte-) ontwerp gepresenteerd voor het binnengebied van de haven van Rotterdam. Ook worden de mogelijke faalmechanismen (bodemberoering en verminderd manoeuvreerbaarheid) bestudeerd. Als referentie modellen zijn bestudeerd de modellen Harap en Protide van Rijkswaterstaat, en CADET van US Army Corps of...
master thesis 2010
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Wassink, H.R. (author)
Random wave and current forces acting on an offshore structure, cause random base shear forces in time. The peak base shear is the maximum value of base shear that occurs during the passage of a wave. The extreme base shear is the maximum value of base shear that occurs within a period of time, say one hour. So far, the distributions of extreme...
master thesis 1988
Searched for: department:"Hydraulic"
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