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Kolijn, D. (author)The workshop is based around the development of a brand new port facility in Cameroon (West Africa) south of the Mboro cape at Kribi. The client supplied a large collection of data in order to perform a complete assessment of the area including a full metocean study, geotechnical investigation, breakwater and port facility design, vessel fleet...student report 2013
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Aggarwal, A. (author), Vargas Solis, A. (author), Pasaoglu, M. (author), Harihar, S. (author), Wahida, S. (author), Wang, Q. (author)A floating house development project to be constructed in the coast of Hellevoetsluis, in the municipality of Voorne-Putten, is under consideration. Within a project of this nature, several aspects need to be taken into account in order to safeguard the infrastructure against additional loadings to which regular houses are not exposed to....student report 2014
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van den Boom, Y. (author), Jimmink, J. (author), Lamens, P. (author), van Rhijn, T. (author), Wegman, R. (author)To the North of the city of Concepción in the South-West of Chile, lies the town of Dichato. It is situated on the south-eastern side of Coliumo Bay. The Universidad de Concepción (UdeC) owns a marine concession in this bay, which includes a section of beach and sea for a Marine Biology Station (EBMD), belonging to the Faculty of Natural and...student report 2017
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De Lange, M. (author)This report describes the influence of the slope angle of a breakwater slope, the density of the concrete of the Xbloc armour unit, the vertical position of the Xbloc on the breakwater slope and the roughness of the under layer of the breakwater on the extraction force of an Xbloc armour unit. By testing the extraction force, indirectly the...student report 2010
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Nammuni-Krohn, J. (author)Measurements of flow velocities due to wave action on top of shallow toe structures in front of a rubble mound breakwater. Laboratory tests in the Fluid Mechanics lab, TU Delft.student report 2009
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Baart, S.A. (author), Van Kruchten, Y.J.G. (author), McCall, R.T. (author), Van Nieuwkoop, J.C.C. (author)Master project report. Havana is protected from the sea’s severity by a seawall which is called the Malecón. The study area of this report is section 4 of the Malecón which more or less matches the coast of the district ‘Centro Habana’. Since the construction of the Malecón the hinterland has frequently been flooded due to storms and hurricanes...student report 2006
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La Gasse, L.C. (author), Van Rooij, M.I.S. (author), Smits, B.P. (author), Ton, A.M. (author), Velhorst, R.L.C. (author)This report presents a study of the Malecón Tradicional in front of ‘Centro de Havana’ and ‘Havana Vieja’ in the city Havana, Cuba. The objective is to develop a sea defence solution that prevents unacceptable flooding of the hinterland and damage of the Malecón seawall. Implementing the recommended solutions reduces the overtopping sufficiently...student report 2015
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Papadopoulos, D. (author)The aim of this study is the particularisation of the accuracy margins for the determination of the damage level in the experimental plan proposed by Remon Kik at his thesis for the study of Notional Permeability of breakwaters “The experimental research of the permeability factor P”. The evaluation of the proposed technique took place by means...student report 2012
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Peters, R.B.M. (author)The IH2VOF model can be used to simulate wave-structure interaction. This additional thesis aims to evaluate the performance of the IH2VOF model for determining the local hydraulic properties (flow velocities and water pressures) near the toe structure of a rubble mound breakwater. Firstly, the model is introduced and the appropriate...student report 2014
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Curto Balbela, V. (author)Breakwaters under construction are prone to undesired deformation because the breakwater core is not designed to withstand severe or moderate wave loads. The reshaping mechanisms for a complete (finished) breakwater have been comprehensively studied; however, few research studies have been undertaken to analyze the deformation mechanisms of the...student report 2014
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Afridi, Z.N. (author)The purpose of this report is to investigate the differences in overtopping characteristics over the crest of a rubble mound breakwater when the crest is made either impermeable or permeable. Among numerous characteristics that are effected by a modification in the permeability of the crest, this report looks specifically into three separate...student report 2010
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Kemper, A. (author), Van Ekdom, K. (author), Beulink, L. (author), Hendriks, M. (author)The Port of Imbituba, located in the state of Santa Catarina, Brazil, is a privately operated port in Brazil. In the past, the port has been upgraded in order to meet the future growth in the size and number of vessels. The main breakwater and the quay were elongated and the waterway was deepened. In the first six months of 2014, a large...student report 2015
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Eijkelkamp, H. (author), Hendriks, C. (author), De Jong, C. (author), Otten, G.J. (author), Stijntjes, T. (author)Over the last three decades the beach area of Piçarras has undergone large changes. The river Piçarras was fixed which caused severe erosion problems. With large nourishment projects the municipality tried to create a sustainable beach area. However, these nourishments did not form a long term solution, which means that, until the present day,...student report 2017
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Azikci, M.A. (author)The Van der Meer formula for amour stability takes the Iribarren number, number of waves and damage level into account. It also contains a factor P which describes the “notional permeability” of the breakwater. This factor is based on the fact that a more permeable structure dissipates more energy and hence requires less heavy armouring. Its...master thesis 2015
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Piccoli, C. (author)This report presents the results of an Additional MSc Thesis as part of the Master Programme of Hydraulic Engineering from the Delft University of Technology Civil Engineering and Geosciences Faculty. The objective of this additional graduation work is to provide a better insight on economical optimization of breakwaters. Information about the...master thesis 2014
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van den Berg, Ileen (author)The Xbloc<sup>Plus</sup> is a new type of single layer armour unit for breakwaters. The key difference between earlier single layer armour units is that the unit is not only placed in a regular grid, but also with a regular orientation. The main benefit of this is that it can directly be seen whether the unit is placed correctly. Additionally,...master thesis 2018
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Roelofs, M. (author)Research to the technical and financial feasibility for a partly demobilization of a wave reducing device (breakwater) to survive extreme wave loads, with a case study for the island of Sint Maarten, Netherlands Antilles.master thesis 1998
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Verpoorten, S.P.K. (author)Seaports are often protected against waves and currents by rubble mound breakwaters. At the interface between outer breakwater slope and seabed a toe structure is often build, which provides stability to the outer slope. The toe consists of a relatively small heap of rock. Since 1977 dedicated studies are made to the stability of these rock...master thesis 2015
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Ockeloen, W.J. (author)Thesis study into an alternative design for breakwaters made of granular materials like sand and quarry stone. In this design, the breakwater is constructed of a sand core and a layer of large stones directly on top of it, without the traditional filter layers in-between. The single layer of stones serves as one open filter layer that has to...master thesis 2007
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Le, T.N. (author)Prototype single layer armour units on a breakwater slope are observed to break. To predict when breakage occurs, the objective of this research project is to obtain knowledge on, and measurements of the rocking behaviour and failure mode of single layer armour units. A single cube on a breakwater slope is subjected to investigations. An...master thesis 2016