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Juhl, J. (author)Berm breakwater structures: Workshop programme.report 1995
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Juhl, J. (author)Discussions at the 2nd MAST2 workshop.report 1995
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- Luth, H.R. (author), Waal, J.P. de (author) report 1994
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Espedal, T.G. (author), Lothe, A.E. (author)It will be impossible to replace all the ferry routes with regular roads. However, looking at the social economic benefits, one will soon discover that it will pay to shorten the ferry routes as much as possible. One way of shortening the ferry links is to challenge the forces of the nature and actually place the ferry harbour out towards the...report 1994
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Allsop, N.W.H. (author)These proceedings describes the progress and results of the MAST I research project "G6-S Coastal Structures', which has addressed the techniques available for the analysis and design of coastal and harbour structures such as sea walls, revetments, and breakwaters. They sumrnarise the information collected and developments completed under the...report 1992
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De Rijke, W.G. (author), Klein Breteler, M. (author), Stoutjesdijk, T.P. (author), Philipse, L.A. (author)In het kader van het TAW-onderzoek naar de stabiliteit van dijkbekledingen is de huidige kennis gebundeld over overgangsconstructies. Het betreft de overgangsconstructies tussen bekledingen van gezette steen, blokkenmatten, stortsteen, asfalt en gras, alsmede de aansluitingen naar de teen en de berm van een dijk en aansluitingen aan kunstwerken....report 1992
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Larson, M. (author), Kraus, N.C. (author)This study develops empirical predictive expressions for design of nearshore berms formed of dredged material. Such berms are placed in the form of long linear sand bars and are expected to behave as natural bars. The study examines the cross-shore movement of natural longshore bars at Duck, North Carolina. Beach profile survey data are...report 1992
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Ward, D. L. (author), Ahrens, J. P. (author)A series of physical model tests was conducted in a wave flume to study the effect of dynamic rubble protection in front of a vertical bulkhead. This rubbble berm revetment was placed in front of a bulkhead with stone size such that wave action would reshape the berm into an equilibrium profile. Profiles of the berm were taken before and after...report 1992
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Van Gent, M.R.A. (author)Computations made with the numerical model Odyflocs and compared with Skylla computations. Water pressures and water movements near the surface of a berm breakwater are computed.report 1992
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Andersen, O.H. (author), Juhl, J. (author), Sloth, P. (author)Results of physical tests done at DHI on the stability and regressionof Berm Breakwaters.report 1992
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Juhl, J. (author)Overview of work done, summary of research programme.report 1992
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Andersen, O.H. (author), Norton, P. (author), Tomasicchio, G.R. (author)Investigations on reshaping of berm breakwaters. Based on test at Delft Hydraulics. Focus on incipient motion (threshold of movement).report 1992
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Van der Meer, J.W. (author)This report describes the verification of the model on dynamic stability for berm breakwaters. The model runs on a pc and is called BREAKWAT. The data received from various people allover the world contained not only berm breakwaters, but also dynamically stable low-crested structures. The title of the report was therefore changed to ...report 1990
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Van der Meer, J.W. (author)Background work for the "Rock Manual", verification of the wave model ENDEC on a steep 1:10 slope.report 1990
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Ahrens, J.P. (author)A reef breakwater is a low-crested rubble-mound breakwater without the traditional multilayer cross section. This type of breakwater, in essence, is a homogeneous pile of stone with individual stone weights similar to those used in the armour and first underlayer of conventional breakwaters. Because of their high porosity, reef breakwaters are...report 1989
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Jensen, O.J. (author), Sorensen, T. (author)Rubble mOlJnd breakwaters have been used for centuries for the protection of harbours. In many cases breakwaters were built in relatively deep water and exposed to waves too severe in relation to the size of rock used for construction. Furthermore, they were often built with a steep slope, and consequently, severe damage occurred. In some cases,...report 1989
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Allsop, N.W.H. (author), Latham, J.P. (author)This paper identifies the need for quantitative durability testing of rock for use on dynamically stable rock armoured slopes. The derivation and use of a suite of engineering tests for rock quality is considered, and the limitations of Simple accept/reject criteria discussed. Recent developments in techniques for the quantification of armour...report 1989
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Burcharth, H.F. (author), Frigaard, P. (author)The stability of a berm type breakwater (sacrificial breakwater) was tested in a 3-dimensional model at rhe Hydraulics Laboratory, Department of civil Engineering, university of Aalborg. The object was to study the stability/erosion of the breakwater head and the trunk, the latter exposed to both head-on and oblique irregular waves. To avoid too...report 1989
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Mansard, E.P.D. (author)In the last fifteen years the techniques of wave generation 'have advanced to a great extent that it is row possible to exercise controls, on parameters such as wave grouping, wave asymmetries. etc .. , during the simulation process.. This paper describes some of these techniques that were developed at the National Research Council of Canada,...report 1988
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- Moret, G.E. (author) report 1976