Searched for: author%253A%2522Booij%252C%2520N.%2522
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Holthuijsen, L.H. (author), Booij, N. (author), Haagsma, Y.G. (author), Kieftenburg, A.T.M.M. (author), Kriezi, E. (author)
This report briefly describes the development of the SWAN model compared to the previous authorized version, SWAN 40.01. The most recent version of SWAN, SWAN 40.11 Cycle III was released on the 26th of October 2000.
report 2001
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Ris, R.C. (author), Cecchi, E. (author), Holthuijsen, L.H. (author), Booij, N. (author)
report 1999
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Stelling, G.S. (author), Booij, N. (author)
Lecture notes CT wa4340. Derivation of equations using balance principles; numerical treatment of ordinary differential equations; time dependent partial differential equations; the strucure of a computer model:DUFLO; usage of numerical models.
lecture notes 1999
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Battjes, J.A. (author), Booij, N. (author), Hooimeijer, M.A. (author)
lecture notes 1999
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Booij, N. (author), Holthuijsen, L.H. (author), Ris, R.C. (author), Vledder, G.P. van (author)
report 1996
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Schiereck, G.J. (author), Booij, N. (author)
There is an increasing awareness of the role of mangrove forests in coastal ecosystems and coastal protection. At the transition between ocean and land, they have to absorb the energy that comes from the motion of the water. Little quantitative in formation is available, however, on wave transmission in these forests. In this paper the...
conference paper 1995
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Holthuijsen, L.H. (author), Eldeberky, Y. (author), Booij, N. (author), Ferier, P. (author)
The maximum possible wave conditions along the Dutch coast, which seem to be dominated by the limited water depth, have been estimated in the present study with numerical simulations. Discussions with meteorologists suggest that the maximum possible sustained wind speed in North Sea conditions is between 40 and 50 m/s (roughly equal to the wind...
report 1995
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Gao, Q. (author), Radder, A.C. (author), Booij, N. (author)
The numerical wave model CREON is developed to predict the propagation and transformation of wave properties in shallow water. In Gao et al. (1993), which is referred to as Part I in the following, a description is given of the theoretical and numerical treatment of the model. In the present report, we present various computational results. The...
report 1994
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Booij, N. (author), Eldeberky, Y. (author), Dekker, J. (author)
report 1993
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Booij, N. (author)
Manual for DUCHESS (Delft University Computer program for 2-dimensional Horizontal Estuary and Sea Surges).
report 1990
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Slats, G.N. (author), Booij, N. (author), Vermeulen, H.R. (author)
Document A betreft het hoofdrapport en document B betreft de bijlagen. Dit verslag geeft een overzicht van de werkzaamheden die in het kader van een project voor Rijkswaterstaat (No. WW 440, Bijlage 23) zijn uitgevoerd. Het project is een vervolg op het onderzoek naar een voorspellingsmodel voor hoogwater op de Rijn (lit. 1). Het daarbij...
report 1986
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Holthuijsen, L.H. (author), Booij, N. (author)
Two scientists from the National Institute of Oceanography of India have been trained to use the storm surge model DUCHESS and the wave model DOLPHIN. The results are published separately in two reports. This is the first of them.
report 1985
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Booij, N. (author), Herbers, T.H.C. (author), Holthuijsen, L.H. (author)
Development of a two-dimensional model to hindcast spectral wave parameters in an estuary with tidal flats on the basis of bottomtopography, current and wind data. This part IV contains the system documentation of the HISWA model.
report 1985
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Booij, N. (author), Herbers, T.H.C. (author), Holthuijsen, L.H. (author)
Development of a two-dimensional model to hindcast spectral wave parameters in an estuary with tidal flats on the basis of bottomtopography, current and wind data. Computational results of the HISWA model with default parameter values are compared with field observations in the Haringvliet and over the Galgenplaat. The results indicate that some...
report 1985
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Booij, N. (author), Herbers, T.H.C. (author), Holthuijsen, L.H. (author)
Development of a two-dimensional model to hindcast spectral wave parameters in an estuary with tidal flats on the basis of bottomtopography, current and wind data. This part III contains the user manual of the HISWA model.
report 1985
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Herbers, T.H.C. (author), Booij, N. (author), Holthuijsen, L.H. (author)
Development of a two-dimensional model to hindcast spectral wave parameters in an estuary with tidal flats on the basis of bottomtopography, current and wind data. Diffraction-like propagation has been implemented and tested. Tests indicate that this type of propagation cannot.be used for most applications. Wave growth and decay has been...
report 1984
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Booij, N. (author), Herbers, T.H.C. (author), Holhuijsen, L.H. (author)
Development of a two-dimensional model to hindcast spectral wave parameters in an estuary with tidal flats on the basis of bottomtopography, current and wind data. The propagation of waves has been implemented (except diffraction) and tested. The input program is under design. The output program will be developed in two versions.
report 1984
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Herbers, T.H.C. (author), Booij, N. (author), Holthuijsen, L.H. (author)
Development of a two-dimensional model to hindcast spectral wave parameters in an estuary with tidal flats on the basis of bottom topography, current- and wind data. HISWA is a directionally decoupled parametric wave hindcast model containing bottom- and current refraction, diffraction, wave growth and dissipation. The design for this hindcast...
report 1984
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Holthuijsen, L.H. (author), Booij, N. (author)
Formulate a numerical wave hindcast model which can be used to obtain realistic estimates of wave conditions in the Oosterschelde as input to a numerical geomorphological model. A directionally decoupled, parametric wave hindeast model is recommended that includes parameterized versions of conventional bottom- and current refraction, some degree...
report 1983
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Booij, N. (author)
A mathematical model for the combined refraction-diffraction of linear periodic gravity waves on water is developed, in which the influence of inhomogeneities of depth and current is taken into account. The model is used to compute partial reflection of waves a gully or an undersea slope, with influence of a current. The model is also applied to...
doctoral thesis 1981
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