Searched for: subject%3A%22storm%255C%252Bsurge%255C%252Bbarrier%22
(1 - 17 of 17)
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Mooyaart, L.F. (author), Bakker, A.M.R. (author), van den Bogaard, Johan A. (author), Rijcken, T. (author), Jonkman, Sebastiaan N. (author)
Storm surge barriers are large movable hydraulic structures which close during a storm surge to prevent coastal floods. In the regions they protect, a failure to close the barrier is often the most likely cause for a catastrophic flood. Nevertheless, flood risk assessments usually only focus on raising flood defences behind the barrier....
journal article 2023
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Broekema, Y.B. (author), Labeur, R.J. (author), Uijttewaal, W.S.J. (author)
Scour in the vicinity of a hydraulic structure may compromise its geotechnical stability or that of nearby structures. Much fundamental research has been dedicated to the understanding and prediction of these processes, in order to enable the efficient design of mitigation measures. While most of these efforts consider laterally uniform flows,...
journal article 2018
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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), Mooyaart, L.F. (author), Van Ledden, M. (author), Stoeten, K.J. (author), De Vries, P.A.L. (author), Lendering, K.T. (author), Van der Toorn, A. (author), Willems, A. (author)
The Houston - Galveston area is at significant risk from hurricane induced storm surges. This paper summarizes ongoing studies on flood risk reduction for the region. Firstly, based on a simplified probabilistic hurricane surge model , the return periods of surges within the bay have been estimated. This model framework can be used to assess the...
conference paper 2014
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Esteban, M. (author), Mikami, T. (author), Shibayama, T. (author), Takagi, H. (author), Jonkman, S.N. (author), Van Ledden, M. (author)
Increases in typhoon intensity and sea level rise could pose significant challenges to coastal defences around Tokyo Bay. In order to analyse the extent of future problems the authors determined the increase storm surge that could result from an increase in typhoon intensity and sea level rise to this area around the turn of the 21st century....
conference paper 2014
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Eelkema, M. (author), Wang, Z.B. (author), Stive, M.J.F. (author)
The ebb-tidal delta of the Eastern Scheldt tidal inlet has been under the influence of a storm surge barrier for the past 25 years. This barrier caused a strong decrease in average tidal currents through the inlet. The morphological response of the ebb-tidal delta is characterized by several different processes: (1) an overall decrease in...
conference paper 2013
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Van Ledden, M. (author), Lansen, A.J. (author), De Ridder, H.A.J. (author), Edge, B. (author)
This paper reports a reconnaissance level study of a storm surge barrier in the Mississippi River. Historical hurricanes have shown storm surge of several meters along the Mississippi River levees up to and upstream of New Orleans. Future changes due to sea level rise and subsidence will further increase the risk of flooding due to hurricane...
conference paper 2012
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Anonymus, A. (author)
The 10 year struggle of the Rijkswaterstaat (State Department of Public Works) and contractors with the task to build a permeable sea defence structure in the Oosterschelde, has been registered in sixteen successive project reports which contain thousands of documents. These documents are sometimes complete part-project papers and sometimes not...
report 1994
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Janssen, J.P.F.M. (author), Jorissen, R.E. (author)
In 1989 the Dutch government decided to build a storm surge barrier in the New Waterway near Rotterdam being a good and cheap alternative for the necessary strengthening of dikes along the lower regions of the Dutch rivers Rhine and Meuse. To be feasible the barrier had to meet several goals. The most important ones being : * closing frequency...
report 1991
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Regeling, H.J. (author)
In hoofdstuk 3 worden de situatie en de belangrijkste hydraulische randvoorwaarden omschreven voor het onderzoek van de spinakerkering. Het principe van dit nieuwe type keringsmiddel vol gens het huidige schetsontwerp wordt beschreven. Daarna worden te onderscheiden bedrijfsfasen - achtereenvolgens de transport-, de sluitings-, de kerings-, de...
report 1989
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Van Dixhoorn, J. (author)
30 Years of development of the design criteria for flood protection and watercontrol works by prof.J.F.Agema The joint evaluation of design construction of large scale concrete coastal structures by J.C.Slagter 500,000 Cubic metres of prefabricated, prestressed concrete by A.A.H. van Dam Special equipment as a result of integrated design and...
report 1982
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Catlett, L. (author), Stanton, R. (author), Yildiz, O. (author)
The fourth in a four-volume study to assist the Netherlands government in a policy analysis of alternative control strategies for operating the storm-surge barrier across the Oosterschelde basin. This volume describes the simulation model of the storm-surge barrier and basin used to estimate the variation with time of different water levels...
report 1979
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Wildhorn, S. (author), Stanton, R. (author)
The second in a four-volume study to assist the Netherlands government in a policy analysis of alternative control strategies for operating the storm-surge barrier across the Oosterschelde basin. This volume describes the sensitivity analysis and shows why two specific strategy representations were selected for further evaluation from the three...
report 1979
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Catlett, L. (author), Hall, G. (author)
The third in a four-volume study to assist the Netherlands government in a policy analysis of alternative control strategies for operating the storm-surge barrier across the Oosterschelde basin. This volume describes and evaluates several models for predicting North Sea water levels outside the barrier. The models include prediction based on...
report 1979
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Catlett, L. (author), Wildhorn, S. (author), Stanton, R. (author), Roos, A. (author), Al, J. (author)
The first in a four-volume study to assist the Netherlands government in a policy analysis of alternative control strategies for operating the storm-surge barrier across the Oosterschelde basin. For each alternative, the project analyzed several consequences or "impacts," including the safety of the dikes along the Oosterschelde; the effects on...
report 1979
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Ferguson, H.A. (author), Blokland, P. (author), Kuiper, H. (author)
The Delta waters north of the Volkerak dam will continue to be in open communication with the sea through the Rotterdam Waterway, so the area will still be tidal, although the tidal movements will be greatly moderated. The waters from the Rhine and Meuse will also continue to flow to the sea through this area. Formerly the water coming down...
report 1970
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Childs, E.F. (author)
Construction of two hurricane barriers to protect the coastal communities of New Bedford and Fairhaven, Massachusetts and Providence, Rhode Island is nearly complete. The projects include navigation gates, pumping stations, street closures, cooling water canal, and numerous utility gates. Operation of these various features introduces many...
report 1965
Searched for: subject%3A%22storm%255C%252Bsurge%255C%252Bbarrier%22
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