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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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Burcharth, H.F. (author), Liu, Z. (author)The rational design diagram for Dolos armour should incorporate both the hydraulic stability and the structural integrity. The previous tests performed by Aalborg University made available such design diagram for the trunk of Dolos breakwater without superstructures (Burcharth et al 1992). To extend the design diagram to cover Dolos breakwaters...report 1994
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Howie, W. (author), Whitelaw, J. (author), Winney, M. (author)Overview of the construction of the caissons and the construction of the invasion port at Arromanches in Normandy, France. Includes interviews with the engineers involved.report 1994
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Chasten, M.A. (author), Rosati, J.D. (author), McCormick, J.W. (author), Randall, R.E. (author)This report summarizes and presents design knowledge for both the functional and structural design of detached breakwaters for shoreline stabilization. Functional design of break:waters in the United States relies on a significant amount of engineering judgement, data from a few existing breakwater projects for comparison, and an understanding...report 1993
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- Meer, J.W. van der (author), Waal, J.P. de (author) report 1993
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Pluijm, M. (author)Allereerst worden in een korte probleem-analyse de belangrijkste elementen voor het gevraagde onderzoek uiteengezet (hoofdstuk 2), resulterend in een pakket van eisen waaraan enerzijds de constructie in principe zal moeten voldoen en anderzijds de (potentiële) lokatie(s). In het daarop volgende hoofdstuk 3 wordt een voorstel gedaan ten aanzien...report 1993
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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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Van der Meer, J.W. (author)This paper gives first an overall view of physical processes involved with rubble mound structures and a classification of these structures. After the description of governing parameters, the hydraulic response is treated. This is divided into: - Wave run-up and run-down, - Wave overtopping, - Wave transmission, - Wave reflection. The main part...report 1992
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Franco, L. (author)Italy is often considered as a mother country of vertical breakwaters for harbour protection, since they have been widely used all along our coasts long since. An updated location map is given in fig. 1, which also shows the position of the directional wave recording stations of the existing Italian network. The most common vertical breakwaters...report 1992
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Burcharth, H.F. (author)This rapport includes two main topics for designing a rubble mound breakwater: 1. Geometrical properties and durability of rock materials 2. Structural integrity of concrete armour units Included in this rapport are some design diagrams for Dolos of different waist ratios.report 1992
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Magoon, O.T. (author), Baird, W.F. (author)The design and construction of structures for the coast lines of the world must consider numerous forces and factors. These include the purpose of the structure, the design waves, the design wave climate, the material of which the structure is to be built, foundation conditions, earthquakes, tsunamis, availability of construction and maintenance...report 1992
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Goda, Y. (author)The historical development of upright breakwaters in Japan is briefly reviewed as an introduction. Various wave pressure formulas for vertical walls are discussed, and then the design formulas currently employed in Japan are presented with an example of calculation. Several design factors are also discussed.report 1992
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Dean, R.G. (author)Structural approaches can be employed to stabilize shorelines against erosion, to provide sheltered areas for swimming or for a myriad of other benefits. In this section, the emphasis will be on shoreline stabilization although much of the information and discussions presented would be equally applicable to accomplish other objectives. Three...report 1992
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Liberatore, G. (author)Detached (or "offshore") breakwaters of emerging type are a common and effective approach for beach protection, particularly for areas with small tidal oscillations. This kind of breakwaters aims at acting on sediment transport by decreasing the transport capacity of long-shore currents, thus locally causing settlement of sediments. Unlike...report 1992
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Sawaragi, T. (author)In this paper, the hydraulic functions and stability of detached breakwaters and submerged breakwaters with wide crown widths are discussed. The following subjects with regard to detached and submerged breakwaters are discussed: - Function of detached breakwaters in controlling waves and wave-induced currents - Function of detached breakwaters...report 1992
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- Meer, J.W. van der (author) report 1992
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Hombergen, V.J.W. (author)Publication year estimated. Computer program to design breakwater cross-sectionsreport 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