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- Rijn, L.C. van (author), Ribberink, J.S. (author), Dunsbergen, D.W. (author) report 1996
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Dekker, R. (author)This master's thesis is written using data from experiments performed in the framework of the Human Capital and Mobility program of the European Union. Six universities work together to solve some of the unknown aspects related to the use of submerged breakwaters along sandy coasts. In this study data from 2DV tests carried out in Delft and...master thesis 1996
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Bos, K.J. (author)This report is the result of a master thesis of the author, student at Delft University of Technology, faculty of Civil Engineering. The study was carried out at DELFT HYDRAULICS. In this report the effects of an offshore breakwater on the shore are investigated with the morphodynamic models DELFT2D-MOR and DELFT3D. These, respectively 2...master thesis 1996
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- Ribberink, J.S. (author) report 1996
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- Roelfzema, A. (author) report 1996
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Stuurman, R. (author)De Nederlandse kust is verre van uniform. Zo is een opvallend verschijnsel langs de kust het ontbreken van brandingsruggen voor de Delflandse kust, ter hoogte en ten zuiden van Scheveningen. Deze brandingsruggen worden normaliter gevormd onder brekende golven ter plaatse van de brekerlijn. Dit komt mede omdat onder de bijna brekende en net...master thesis 1996
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Van Engelen, H.J. (author)Onderzoek naar de invloed van drijvende golfbrekers op de kust van Delfland. Om de werking te zien van het zanddiode-principe in te zien, is zowel voor het langstransport als het dwarstransport, een mathematisch model toegepast op de Delflandse kust. Uit de berekeningen van het langstransport kwam naar voren, dat het mogelijk was om het netto...master thesis 1995
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Grasmeijer, B.T. (author), Sies, E.M. (author)Coastal changes occur mostly as a result of changes in sediment transport along the coast. If at cross-section A, the sediment transport is for any reason larger (or smaller) than at cross-section B, accretion (or erosion) will take place in between the two cross-sections. For prediction of coast-lines in the future, the prediction of the net...master thesis 1995
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- Rijn, L.C. van (author) report 1995
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- report 1995
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- Steetzel, H.J. (author) report 1995
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- Rijn, L.C. van (author), Reniers, A.J.H.M. (author), Zitman, T.J. (author), Ribberink, J.S. (author) report 1995
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Van der Biezen, S.C. (author)In the scope of NOURTEC, an EEC project, efforts are made to simulate the behaviour of executed foreshore supplies with the aid of mathematical computer models. One of the models used are line models. On behalf of the DUT two studies contribute to NOURTEC line modelling. One concentrates on the longshore transport, and the present study focuses...master thesis 1995
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- Karssen, B. (author) report 1994
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- Negen, E.H. (author) report 1994
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Van Lieshout, M.C. (author)In this report a model has been derived to simulate morphological behaviour under tidal conditions. The model is based on the set of equations of motion and mass-balance for both water and sediment. The study focused on the underlying assumption that the kinematic response of the water movement on the bottom variation is much stronger than the...master thesis 1993
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Capobianco, M. (author), De Vriend, H.J. (author), Nicholls, R.J. (author), Stive, M.J.F. (author)Long-term prediction of sediment transport and of morphological behaviour in the coastal zone, in response to human interference or to change in environmental conditions (collectively global change) is an increasingly important issue in coastal zone management, especially in relation to the needs for environmentally compatible development....conference paper 1993
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Van 't Woud, A.J. (author)Bij het doen van voorspellingen op lange termijn met morfologische modellen heeft men te maken met sterk variërende randvoorwaarden (b.v. golfhoogte, getij stroming). Als men bijvoorbeeld het jaarlijkse sedimenttransport in een gebied langs de kust wil bepalen moeten eigenlijk al deze variaties van de randvoorwaarden, in de berekeningen worden...master thesis 1993
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- Rijn, L.C. van (author) report 1993
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Winter, T. (author)A literature review is undertaken to understand the causes and the effects of the first process. Using the resulting equations, the UNIBEST-TC program is verified for the process of wave transmission over and through a submerged breakwater. Due to the fact that only impermeable breakwaters can be implemented in the program, deviations occur. For...master thesis 1993