Searched for: department:"Hydraulic"
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document
Schoolderman, J.E. (author)
The purpose of this thesis was to develop a preliminary concept design of a wave energy converter. The type of device designed was limited by several starting points which stipulated, among other criteria, a robust structure which can be constructed within a breakwater and can generate electricity from a fairly mild (in the order of Hs=0.5-1.5m)...
master thesis 2009
document
Heijn, K.M. (author)
Recently, interest in vertical breakwaters has grown. The development of ports from natural small harbours to artificial large harbours facing the outer sea has demanded the construction of breakwaters in rougher seas. The vertical breakwater could play a role of importance in this development. To obtain general guidelines for the design of...
master thesis 1997
document
Spanjers, C.M. (author)
Voorstudie Om de leidende rol die de haven van Rotterdam in de wereldhandel heeft te kunnen handhaven is het noodzakelijk voor de komende decennia ruimte te creeren in de nabijheid van de haven. Dit kan door het aanleggen van een tweede Maasvlakte, een landaanwinning in zee. Het is mogelijk gebleken deze Maasvlakte 2 technisch, morfologisch,...
master thesis 1997
document
Verweij, A.P. (author)
Vertical breakwaters are used in the design of harbours to create a protective area. This protective area can be an approach channel or the harbour itself. Because of large new projects, such as Maasvlakte 11 in the Netherlands and the increasing sizes of ships, many harbours have to be placed in deep water. Deep water requires higher...
master thesis 1997
document
Vink, H.A.T. (author)
The need for coastal structures, such as breakwaters, at great water depths is rapidly increasing as a result ofthe increasing draught of large vessels and off-shore land reclamations which can, for instance, be used for the benefit of the expansion of harbours and related industrial activities. In water depths greater than approximately 10 m...
master thesis 1997
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Schols, N.N.E. (author)
In deze studie zijn voor een fictieve golfbreker lay-out in relatief ondiep water de totale projectkosten tijdens de geplande levensduur van een conventionele stortstenen golfbreker, een caissongolfbreker en een samengestelde golfbreker vergeleken. De totale golfbrekerlengte van deze lay-out is circa 4000 m en strekt zich uit tot in een...
master thesis 1997
Searched for: department:"Hydraulic"
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