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de Almeida Sousa, E. (author), Hofland, Bas (author), Jonkman, Sebastiaan N. (author)
The study of wave impact physics and magnitudes are key for the design of vertical coastal hydraulic structures. This research addresses the study of standing wave impacts on vertical coastal hydraulic structures with a relatively short horizontal overhang, which is especially relevant for structures such as lock gates, sluice gates, dewatering...
conference paper 2019
document
Mooyaart, L.F. (author), Jonkman, S.N. (author), De Vries, P.A.L. (author), Van der Toorn, A. (author), Van Ledden, M. (author)
In this study an overview of existing and planned storm surge barriers in the world is provided. A systematic analysis relates functional requirements (e.g. navigation and tidal exchange) to the main barrier characteristics (e.g. gate type, dimensions). Furthermore, as the costs of barriers are an important issue in the planning, available cost...
conference paper 2014
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Jonkman, S.N. (author), Yasuda, T. (author), Tsimopoulou, V. (author), Kawai, H. (author), Kato, F. (author)
The earthquake and tsunami of March 2011 led to death and destruction in coastal areas in Japan. A seminar was held in June 2012 for Japanese and Dutch coastal researchers to discuss lessons for the management of the risks in coastal areas associated with tsunamis, typhoons and storm surges. The seminar has highlighted important practical and...
conference paper 2012
document
Van Baars, S. (author), Van Kempen, I.M. (author)
In a historical perspective, flood protection in the past was not given high priority - plague and periods of famine and war took precedence. Poverty and a lack of knowledge made it difficult to create safer dikes. Dike engineering did improve in Napoleonic era due to the French Central Government, but many dikes still failed. A historical...
journal article 2009
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Mai, C.V. (author), Van Gelder, P.H.A.J.M. (author), Vrijling, J.K. (author), Mai, T.C. (author)
This paper aims at risk analysis and the investigation of safety aspects of coastal flood defences in Vietnam. The sea dike system has been actually designed by a 20 to 25 years return period. From the current situation it seems that the dike system is not sufficient to withstand the actual sea boundary conditions. Accurate safety assessment of...
conference paper 2008
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Crossman, M. (author), Segura-Dominguez, S. (author), Allsop, W. (author)
Coastal rock structures are widely used in coastal engineering for a variety of purposes, including controlling the morphological development of beaches and providing protection against coastal erosion or flooding by wave overtopping. Strict adherence to existing design guidance has resulted in many of these structures being built using multiple...
report 2003
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Pilarczyk, K.W. (author)
The objective of this paper is to bring some international perspectives on the policy, design, construction, and monitoring aspects of Hydraulic and Coastal Structures in general, and whenever possible, to present some comparison (or reasons for differences) between the experiences of various countries and/or geographical regions. This chapter...
report 2003
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van Gent, M.R.A. (author)
report 2002
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D' Angremond, K. (author), Pluim-van der Velden, E.T.J.M. (author)
Lecture notes on genesis of the coastline, climatology, oceanography, coastal morphology, coastal formations, coastalzonde management, tidal inlets and estuaries, pollution and density problems, practical problems and common solutions.
lecture notes 2001
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van Gent, M.R.A. (author)
report 2001
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Gent, M.R.A. van (author)
report 1999
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Claessen, F. (author), Dijkman, J.P.M. (author)
report 1999
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Valk, C.F. de (author)
report 1996
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Van Gent, M.R.A. (author)
This manual gives information about how to use the P.C.-model ODIFLOCS. The wave action on and in several types of coastal structures can be computed. The necessary input data and the output data have been described. Although many phenomena are implemented in the model, which resulted in rather accurate predictions of several properties, further...
report 1992
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Tomasicchio, U. (author)
Contributions of a short course connected to the 23rd international conference on coastal engineering (ICCE 1992) in Venice, Scuola di S. Gioovanni Evangelista - document contains links to full text contributions
report 1992
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Anonymus, A. (author)
Design manual for coastal structures. Note that this manual is replaced by the Coastal Engineering Manual. However, this document contains quite some useful information for present day coastal engineers
report 1984
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Kamel, A.M. (author)
Shock pressures of high intensity and short duration may occur during breaking of waves on coastal structures, slamming of ships, landing of seaplanes, and water entry of naval projectiles with flat nose. The phenomenon of shock pressures resulting from the impact between a solid and a liquid can better be described as a water hammer phenomenon...
report 1968
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