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Visser, P.J. (author)The Technical Advisory Committee on Water Defences in the Netherlands has decided to develop a mathematical model for breach erosion in dunes and dikes, with which it will be possible to predict the growth of the breach and the discharge rate through the breach in case of a dike-burst. An essential part of such a mathematical model is the...report 1994
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- Meer, J.W. van der (author), Waal, J.P. de (author) report 1993
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- Meer, J.W. van der (author) report 1993
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- Waal, J.P. de (author), Klein Breteler, M. (author), Adel, H. den (author) report 1992
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- Meer, J.W. van der (author) report 1992
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- Meer, J.W. van der (author) report 1992
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- Waal, J.P. de (author), Veldman, J.J. (author) report 1991
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- Meer, J.W. van der (author) report 1990
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Verhagen, H.J. (author)The 1400 km Dutch coastline is affected by sea level rise. At this moment a legal framework is made to guarantee the safety of dikes also in future. Also a national policy id developed for compensation of all coastal erosion. Both measures should make it possible for the Netherlands to survive an increased sea-level rise,report 1990
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Verhagen, H.J. (author)The 1400 km Dutch coastline is affected by sea-level rise. At this moment a legal framework is made to guarantee safety of the dikes also in future. Also a national policy is developed for compensation of all coastal erosion. Both measures should make it possible for the Netherlands to survive an increased sea-level rise.conference paper 1990
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Visser, P.J. (author), Vrijling, J.K. (author), Verhagen, H.J. (author)The set-up and results of a field experiment on sand-dike breach erosion are described, It is found that the breaching process for the 2.2 m high sand-dike is similar to that in Visser's (1988) laboratory experiments with a 0.6 m high sand-dike. Confrontation of Visser's (1988) breach erosion model with the field data shows reasonable agreement...conference paper 1990
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- Klein Breteler, M. (author) report 1989
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- Meer, J.W. van der (author) report 1988
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Bezuijen, A. (author), Klein Breteler, M. (author), Bakker, K.J. (author)Design criteria for the coverlayer and filter layer of a placed block revetment are presented. These design criteria were derived on the basis of large scale model tests on revetments and test on granular filters. It is shown that the hydraulic loading in the filter can be described with equations of quasi-stationary flow. General filter...report 1987
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Anonymus, N.N. (author)Manual for the design and execution of bituminous layers in hydraulic structures, like on dike revetments, bed protections, etc. Includes asphaltic concrete, open stone asphalt (fixstone), sand asphalt, mastic, etc. Also guidance is given for compostion and properties of asphalt mixes.report 1985
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- Stans, J.C. (author) report 1982
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- Stans, J.C. (author) report 1979
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- Stans, J.C. (author) report 1977
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- Moret, G.E. (author) report 1976
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Murphy, W.M. (author), Geelan, C.W. (author)The purpose of this paper is to present the hydraulic problems relating to the computation of hurricane surge, hurricane waves, runup of the waves for providing hurricane flood protection at Texas City, Texas, as well as the effects of rainfall upon the protected area during periods of normal and high tides. The problems of providing protection...report 1965