Searched for: year%3A2013+department%3A%22hydraulic%22
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Qiu, L. (author)
As a useful tool in understanding the coastal behaviours, one-line models , which are designed to simulate the long-term shoreline evolution in response to imposed wave conditions, coastal structures, and other engineering activities such as beach nourishment, have been developed and applied to a wide range of projects in coastal engineering and...
master thesis 2013
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Van Adrichem, H.L.A. (author)
Large-scale river projects are executed on the Dutch rivers to meet increased flood conveyance standards. Because the projects bring variation to the standardised river profile, they are expected to induce increased river dynamics. The consequences are higher dredging costs and more disruption to inland navigation. All river intervention plans...
master thesis 2013
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Kulkarni, R. (author)
The purpose of this research is to model coastal erosion at a site on the Ural coast of the Baydara Bay, Russia. The research carried out in this thesis, aims to create a model to represent the hydrodynamics and sediment transport patterns prevalent at the site, using MIKE21 developed by DHI. The model is calibrated using the available data. The...
master thesis 2013
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Oujamaa, I. (author)
Floods are one of the most devastating natural disasters, hitting various regions in the world each year. In the last decades the potential damage caused by floods has increased. The need for tools, like flood maps and flood models, for real time monitoring and forecasting of floods has also increased. When an upcoming flood is expected, and...
master thesis 2013
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Welsink, M.W.J. (author)
The storm surge barrier and levees located in the Hollandsche IJssel do not fulfill the current safety standards according to the third nationwide safety assessment. The non-closure probability of the storm surge barrier is too high and the inner slope stability of the levees is too low. Besides the problems regarding the flooding safety also...
master thesis 2013
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Albernaz, M.B. (author)
The study presents an assessment of sustainable practices for applying sand nourishments aiming long term coastal protection and development. Such concepts are applied in three study cases: Sylt (Germany), S'Abanell (Spain) and Ghanaian coast.
master thesis 2013
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Notenboom, P.D. (author)
The goal of a sediment tracer is to give quantitative or relative feedback on (coastal) morphological changes or track either sediment or other particles (e.g. contaminations) in sediment dynamic environments. A sediment tracer is a visible or invisible marked (sediment) grain that is artificially injected or is present in-situ. This Master...
master thesis 2013
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Manic, B. (author)
In the time when the World can experience volatility of international trade due to World economic crisis, concentration of the shipping industry and liberalisation of transport markets, port competition is becoming fiercer over the time. In such an environment, freight forwarders’ role is becoming more and more important, representing a valuable...
master thesis 2013
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Jimenez Puente, I. (author)
It is estimated that 25% of the remaining oil and gas reserves worldwide are held in Arctic regions. The combined effects of a global resource depletion, climate change and technological progress, mean that this natural resource area is now increasingly interesting and commercially attractive. However, numerous challenges are present when it...
master thesis 2013
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Martínez Pés, V. (author)
Comparison of measured overtopping data with computations with Swash. The SWASH output discharges are smaller than the 5% lower limit of Eurotop and Neural Network predictions. Nevertheless, they were close values and they have the same order of magnitude, which is very important when comparing overtopping values. No refection analysis was done....
master thesis 2013
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Pijpers, R. (author)
Hardly any flood defence system is a continuous dike system, since it is often interrupted by non-water retaining structures, as for example stairs, buildings, roads, fences and trees. Also larger hydraulic structures as floodgates and sluices are sometimes situated in the dike alignment. The transition between these different objects and the...
master thesis 2013
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Stengs, B. (author)
Recently an unstructured version of Delft3D, named D-Flow FM, has been developed at Deltares. This tool shows high potentials for coastal modelling due to the flexibility in domain resolution and unstructured grids. This MSc thesis focussed on implementing wave effects in D-Flow FM with satisfying results. In addition, a coupling system is built...
master thesis 2013
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Verdegaal, I. (author)
The permeability of a breakwater is of great importance for the stability of the armour layer. The influence of the structural permeability on the stability of rock armour units was already researched by Van der Meer using the 'notional' permeabiltiy. However, for single layer interlocking armour units the influence core permeability is rather...
master thesis 2013
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Martens, D. (author)
East Coast Park is a 15 km long coastal park along the southeast coast of Singapore. It is built on entirely reclaimed land and comprises a sandy shoreline. The beaches along this shoreline are formed due to the implementation of anthropogenic structures all along this stretch of coast through so-called headland control. These structures were...
master thesis 2013
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Vilier, J. (author)
In the Netherlands one of the most important methods to determine the level of flood protection is a cost-benefit analysis. In this analysis the costs (investment and maintenance costs of dikes) are balanced with the benefits (a reduction of flood risk). Risk is defined as the product of probability and consequence. This approach requires a good...
master thesis 2013
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Kalf, P.N.M. (author)
This research focusses on the behaviour of fine particles which pass through the armour layer of bed material of the upper and middle reaches of a river. When the fine particles are entrained in the armour layer, it is described as ‘winnowing’ or vertical entrainment. A river bed generally consists of a coarse surface layer, which is the...
master thesis 2013
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Versteegt, G. (author)
Structural design of these marine facilities is not implicitly covered in EN1990 (European Norm), and the types of loads and load combinations that are to be considered are different from those for buildings and bridges, since they concern operational loadings from vessels berthing and mooring, and also loads from vessels moored acting...
master thesis 2013
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Van Tongeren, B. (author)
Salt intrusion is undesired because it has negative effects for drinking water and agricultural water intakes. At the Krammer locks (Zeeland, the Netherlands) a complex system is integrated in the design of the lock which prevents salt intrusion very accurate. This effective reduction of salt intrusion is regrettably accompanied with high energy...
master thesis 2013
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Hopmans, R. (author)
For many applications in the field of coastal engineering 2D-morphological models are being applied. Due to the large computational effort these models demand it is nearly impossible to include a full wave climate in long-term morphological modeling. This has asked for waveclimate reduction methods in order to reduce the input and consequently...
master thesis 2013
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Spruit, R.M. (author)
The objective of this study is to determine for which conditions the bypass capacity is optimized in combination with a limited influence on the navigational function of the harbour. The bypass capacity is defined as the capacity to bypass the sediment around the harbour under the presence of the defined driving forces (i.e. waves and/or tide)....
master thesis 2013
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