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Bischoff van Heemskerck, W.C. (author), Booy, N. (author)The designing engineer often comes across the economic decision problem in which the "benefit" of a higher design criterion must be weighed against the "cost". Several methods have been developed to deal with this optimization problem; none of them, however, offer the possibility of introducing the appropriate considerations of a general policy...conference paper 1969
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Bischoff van Heemskerck, W.C. (author), Booy, N. (author)The designing engineer often comes across the economic decision problem in which the "benefit" of a higher design criterion must be weighed against the "cost". Several methods have been developed to deal with this optimization problem; none of them, however, offer the possibility of introducing the appropriate considerations of a general policy...conference paper 1969
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Jensen, J.A. (author)It is described why, and to what extent the practicing engineer makes use of model tests in his design of rubble mound breakwaters. Furthermore an example is shown from practice illustrating the application of models for investigation of wave penetration into harbours. Especially the way in which model tests can confirm and supplement...conference paper 1969
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Rogan, A.J. (author), Bonnéfille, R. (author)The general purpose of this research is to study wave action on rubble mound breakwaters with periodic waves on the one hand, and random wind generated Waves on the other hand, and to compare the effects of these two types of waves by use of the storm duration. With the first series of periodic waves experiments, we obtained the destruction of...conference paper 1969
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Berge, H. (author), Traetteberg, A. (author)This paper deals with model tests conducted at the Delft Hydraulics Laboratory (DHL) and the River and Harbour Laboratory at the Technical University of Norway (RHL) for the design of the Europoort Breakwater. A series of tests with regular waves was conducted at the DHL from which the design of the breakwater was decided. The chosen design was...conference paper 1969
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Van Oorschot, J. (author)Meer in het bijzonder is het onderzoek gericht geweest op de volgende punten: - Het ontwikkelen van stortpatronen voor die gedeelten van de dammen die met behulp van de blokkenvaartuigen worden gebouwd. Tijdens de uitvoering zal dit stortsysteem eventueel kunnen worden aangepast aan de opgedane praktische ervaringen. Als gevolg van de gekozen...report 1969
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Kamel, A.M. (author), Davidson, D.D. (author)Two new types of mobile breakwaters consisting of tire and sphere assemblies, respectively, were tested. Tests covered a wide range of wave conditions, water depths, and breakwater dimensions. Experimental measurements were made to determine the wave reflection and wave transmission coefficients, the power dissipated by the breakwaters, and the...report 1968
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Vlasblom, H.J. (author)Uitwerking van de waarnemingen van Le Méhouté over het gedrag van golven in een doorlatende golfbreker.master thesis 1968
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Anonymus, A. (author)Gedetailleerde kaart van de uitvoering van de nieuwe havenhoofden van de haven van Scheveningen.report 1968
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Soerdjoesing, G.D. (author)Jaartal geschat. Resultaten van metingen naar golfdoordringing in een poreuze breakwater.master thesis 1968
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Bakker, W.T. (author)A mathematical description of sand waves along a coast and the effect of blocking structures on this coast, like groynes and breakwaters.report 1967
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Van Oorschot, J.H. (author)Bij het begin van de stabiliteitsproeven voor de havendammen te Scheveningen in de windgoot van het Laboratorium te Delft lijkt het nuttig de voorbereidende discussies samen te vatten en een overzicht te geven van de mogelijke dwarsprofielen. Het huidige overzicht kon ten opzichte van het eerder (medio 1965) verschenen exemplaar sterk te worden...report 1966
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Van Staal, G. (author)In opdracht van de Rijkswaterstaat, Arrondissement Rotterdamse Waterweg, is door het Waterloopkundig Laboratorium in de windgoot van het laboratorium "de Voorst" een modelonderzoek uitgevoerd naar de golfoploop en de golfoverslag voor een aantal ontwerpen van de Nieuwe Zuiderdam te Hoek van Holland. Deze havendam zal ter bescherming dienen van...report 1966
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Van de Kreeke, J. (author), Paape, A. (author)Onderzoek naar de vanuit waterloopkundig oogpunt aanvaardbare constructies voor de nieuwe havendammen bij Hoek van Holland. Twaalf alternatieve constructies zijn globaal uitgewerkt en met elkaar vergeleken (breuksteenopties, caissons en perronwanden).report 1965
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Paape, A. (author)Overzicht van de ontwerpmethoden voor havendammen, golfbrekers en geleidedammen.lecture notes 1962
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Bijker, E.W. (author)Model investigation of wave forces on a caisson breakwater in Hanstholm, Denmark.report 1960
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Hudson, R.Y. (author)Paper describing the development of the "Hudson formula" for the stability of armor on a breakwater.report 1959
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Hudson, R.Y. (author)This paper reports on a laboratory investigation conducted at the United States Army Engineer Waterways experiment station, Vickburg, Mississippi, to determine criteria for the design and construction of rubble mound breakwaters. Small-scale breakwater sections are hand-constructed in a concrete wave flume 119 ft long, 5ft wide, 4 ft deep, and...report 1959
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Iribarren Cavanilles, R. (author)Development of a formula for the stability of rubble mound breakwaters.report 1953
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Johnson, J.W. (author)The Conference on Coastal Engineering at Long Beach was conceived originally as a local meeting of engineers and scientists interested in shoreline problems and was sponsored by the University of California. It early became evident that there was widespread interest in the subject and that the program should be planned on a more ambitious scale....report 1951