Searched for: mods_originInfo_publisher_s%3A%22Delft%255C+Hydraulics%22
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document
Obdam, H.J. (author)
This report identifies the need of the developing world for introducing asset management plans as a key condition for financing infrastructure investments. It highlights the lessons learned of the management of the Dutch water-related infrastructure and provides recommendations on the application of the Dutch experience and expertise in projects...
report 2002
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Hoozemans, F.M.J. (author), Marchand, M. (author), Pennekamp, H. (author), Misdorp, R. (author), Bijlsma, L. (author), Stive, M.J.F. (author)
Assessment of the vulnerability of the various resources of the world's coastal zones to an acceleration of sea-level rise (ASLR) and related climate change effects requires detailed global information on the distribution, density and state of the resources and on the impacting hazardous events. For many resources, such as ecosystems for...
conference paper 1992
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Klopman, G. (author), Stive, M.J.F. (author)
As an alternative to a more or less standard derivation procedure for design wave heights in relatively shallow water, two improvements of the procedure are suggested which lead to less conservative results. These improvements are based on observations of shallow water effects on both the decay of total wave energy density and on the extreme...
conference paper 1989
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Stive, M.J.F. (author)
conference paper 1988
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De Vriend, H.J. (author), Koch, F.G. (author)
I: Flow of water in a curved open channel with a fixed plane bed II: Flow of water in a curved open channel with a fixed uneven bed III: Accuracy of measurements in a curved open channel In this report the flow of water in a curved open channel, which consists of a38 m long straight section followed by a 90° bend with a radius of 50 m (see...
report 1987
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Van der Meer, J.W. (author)
Delft Hydraulics has performed an extensive investigation on the stability of rubble mound revetments and breakwaters under random wave attack. Two stability formulae have been derived which describe the stability of rock slopes as a function of wave height, wave period, slope angle, storm duration, permeability and damage level. The complete...
report 1987
Searched for: mods_originInfo_publisher_s%3A%22Delft%255C+Hydraulics%22
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