Searched for: author:"Bijker, E.W."
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document
Bijker, E.W. (author)
The motivation to develop a transport formulation for the combination of waves and current has been the necessity to model longshore transport passing tidal in- and outlets. The generally applied C.E.R.C. formula for the longshore transport is not applicable here because that formula relates the longshore transport to the longshore current...
report 1992
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Bijker, E.W. (author)
public lecture 1989
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Bijker, E.W. (author), Van der Leijé, J.P. (author), Pilon, J.J. (author), Svasek, J.N. (author), In 't Veld, J.K. (author), Verhagen, H.J. (author)
When longshore sediment transport is interrupted by a construction along a coast, e.g harbour moles or a dredged approach channel, the equilibrium of the coastline may be disturbed. When the disruption is caused by breakwaters, the longshore transport that is held back will cause accretion updrift of the breakwaters and erosion downdrift of them...
conference paper 1981
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Agema, J.F. (author), Glerum, A. (author), Bijker, E.W. (author)
1. inleiding 2. kanalen 3. rivieren 4. schutsluizen en dergelijke 5. overige kunstwerken 6. oceanen en zeeën 7. totaaloverzicht
lecture notes 1980
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Bijker, E.W. (author), Kalkwijk, J.P.Th. (author), Pieters, T. (author)
In the present investigation the influence of bottom slope on mass transport by progressive waves was investigated both theoretically and experimentally. Theoretical considerations based on lineair wave theory show the greatest influence of the slope on the bottom drift velocities for relatively long waves and steep slopes. The numerical values,...
report 1975
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Bijker, E.W. (author)
Collegedictaat f11a and f11b. Lecture notes, short waves, waves near shoreline, coastal formation, sediment transport by waves, coastal protection, delta coasts, muddy coasts, tidal rivers, density currents, breakwater design.
lecture notes 1972
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Bijker, E.W. (author)
Harbors, development of longshore current formulas, radiation stress, determination of currents along a coast, longshore sand transportation, local coastal accretion, beaches with groins, wave forces on piles, offshore constructions, offshore moorings, submarine pipelines.
lecture notes 1972
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De Best, A. (author), Bijker, E.W. (author)
The scouring profile of a bottom consisting of movable material as this is formed in front of a vertical wall under influence of the standing wave against this wall is discussed. The form of this profile is different for coarse and fine material. In the case of fine material this material is moved in suspension by the mass transport currents...
report 1971
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Bijker, E.W. (author)
11th Conference on Coastal Engineering in London 1968, the author presented a method for computing the littoral drift starting from the longshore current velocity as this is generated by the waves and with the assumption that the material is stirred up by the waves. In this paper measurements in a model basin are described by which the procedure...
report 1971
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Bijker, E.W. (author)
Overview of coastal processes and coastal structures.
lecture notes 1970
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Battjes, J.A. (author), Bijker, E.W. (author)
Contains papers and discussions of the symposium: de Jong, J. - New wind waves flumes; Wiegel, R.L. - Waves and their effects on pile-supported structures; Svasek, J.N. - Statistical evaluation of wave conditions in deltaic areas; d'Angremond, K. and Van Oorschot, J.H. - Generation of irregular waves on model scales; Rogan, A.N. - A comparison...
book 1969
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Bijker, E.W. (author)
public lecture 1969
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Bijker, E.W. (author)
lecture notes 1968
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Bijker, E.W. (author)
Starting from the increase of the bed shear of a uniform flow due to wave motion~ a transport formula for waves and current has been derived. With this transport formula scale relationships have been derived for models in which material transport, under the combined influence of waves and current has to be reproduced.
report 1967
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Bijker, E.W. (author)
Starting from the increase of the bed shear of a uniform flow due to wave motion, a tranport formula for waves and current has been derived. With this transport formula scale relations have been drived for models in which material transport, under combined influence of waves and current has to be reproduced.
doctoral thesis 1967
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Bijker, E.W. (author)
Due to the increased velocity vector in the case of current combined with waves the bottom shear stress in the direction of the current will increase. This increase has been derived and the derivation has been checked by measurements.
report 1965
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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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Bijker, E.W. (author)
Overzicht van kustvormen, inleiding kustwaterbouw. Jaartal geschat
lecture notes 1960
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Vinckers, J.B. (author), Bijker, E.W. (author), Schijf, J.B. (author)
A new bed-load transportmeter has been designed particularly for very fine bed material (below 400 micron). The basic conception is the same as for the so-called Delft-bottle used for measuring transport by turbulent suspension. The instrument is of the flow-through type. The flow enters through a narrow and relatively high nozzle and is...
conference paper 1953
Searched for: author:"Bijker, E.W."
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