Searched for: author:"Zijlema, M."
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Zijlema, M. (author)
This paper presents the application of the open source non-hydrostatic wave-flow model SWASH to wave propagation over a fringing reef, and the results are discussed and compared with observations obtained from a laboratory experiment subjected to various incident wave conditions. This study focus not only on wave breaking, bottom friction, and...
conference paper 2012
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Zijlema, M. (author)
This paper presents the application of the open source non-hydrostatic wave-flow model SWASH to wave propagation over a fringing reef, and the results are discussed and compared with observations obtained from a laboratory experiment subjected to various incident wave conditions. This study focus not only on wave breaking, bottom friction, and...
conference paper 2012
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Zijlema, M. (author)
doctoral thesis 1996
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Zijlema, M. (author)
This paper presents the application of the open source non-hydrostatic wave-flow model SWASH to propagation of irregular waves in a barred surf zone, and the model results are discussed by comparing against an extensive laboratory data set. This study focus not only on wave transformation in the surf zone, but also on the numerical prediction of...
conference paper 2014
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Zijlema, M. (author), Wesseling, P. (author)
report 1995
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Zijlema, M. (author), Wesseling, P. (author)
report 1995
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Rijnsdorp, D.P. (author), Zijlema, M. (author)

This paper presents a numerical model to simulate the evolution of waves and their interactions with a restrained ship that is moored in coastal waters. The model aims to be applicable at the scale of a harbour or coastal region, while accounting for the key physical processes that determine the hydrodynamic loads on the ship. Its methodology...

journal article 2016
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Van Vledder, G.P. (author), Zijlema, M. (author)
The determination of wave conditions in partly sheltered areas is a challenging task for coastal engineers. Knowledge about these conditions is important for the design of coastal structures, the planning and operation of ports. Numerical models play an important role in the assessment of these conditions. Various types of models have been...
conference paper 2014
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Rijnsdorp, D.P. (author), Smit, P.B. (author), Zijlema, M. (author)
This paper presents numerical modelling of the nearshore transformation of infragravity waves induced by bichromatic wave groups over a horizontal and a sloping bottom. The non-hydrostatic model SWASH is assessed by comparing model predictions with analytical solutions over a horizontal bottom and with detailed laboratory observations for a...
conference paper 2012
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Zijlema, M. (author), Segal, A. (author), Wesseling, P. (author)
journal article 1995
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Rijnsdorp, D.P. (author), Smit, P.B. (author), Zijlema, M. (author)
This paper presents numerical modelling of the nearshore transformation of infragravity waves induced by bichromatic wave groups over a horizontal and a sloping bottom. The non-hydrostatic model SWASH is assessed by comparing model predictions with analytical solutions over a horizontal bottom and with detailed laboratory observations for a...
conference paper 2012
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Rijnsdorp, D.P. (author), Ruessink, G. (author), Zijlema, M. (author)
This paper presents a comprehensive numerical study into the infragravity-wave dynamics at a field site, characterized by a gently sloping barred beach. The nonhydrostatic wave-flow model SWASH was used to simulate the local wavefield for a range of wave conditions (including mild and storm conditions). The extensive spatial coverage of the...
journal article 2015
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Zijlema, M. (author), Segal, A. (author), Wesseling, P. (author)
report 1994
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Zijlema, M. (author), Smit, P.B. (author), Stelling, G.S. (author)
conference paper 2011
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Zijlema, M. (author), Segal, A. (author), Wesseling, P. (author)
journal article 1995
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Suzuki, T. (author), Altomare, C. (author), Verwaest, T. (author), Trouw, K. (author), Zijlema, M. (author)
In this paper, a numerical wave-flow model SWASH, based on non-linear shallow water equation with non- hydrostatic pressure, is applied to the estimation of wave overtopping over a dike in shallow foreshores. First sensitivity analysis is conducted to see the influence of wave generation, grid size, time window and bottom friction by one...
conference paper 2014
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Vledder, G.P. van (author), Zijlema, M. (author), Rogers, W.E. (author), Groeneweg, J. (author)
report 2007
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Villani, M. (author), Bosboom, J. (author), Zijlema, M. (author), Stive, M.J.F. (author)
Submerged shore-parallel breakwaters for coastal defence (henceforth SBWs) are a good compromise between the need to mitigate the effects of waves on the coast and the ambition to ensure the preservation of the landscape and water quality. However, if not properly designed, such structures can force circulation patterns that enhance shoreline...
conference paper 2012
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Huang, Y. (author), Weisberg, R.H. (author), Zheng, L. (author), Zijlema, M. (author)
The effects of wind input parameterizations on wave estimations under hurricane conditions are examined using the unstructured grid, third-generation wave model, Simulating WAves Nearshore (SWAN). Experiments using Hurricane Ike wind forcing, which impacted the Gulf of Mexico in 2008, illustrate that the default and recommended setting for the...
journal article 2013
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Van den Bos, J. (author), Verhagen, H.J. (author), Zijlema, M. (author), Mellink, B. (author)
A more detailed understanding of porous flow inside a rubble-mound structure may have potential benefits in breakwater design. Numerical models are expected to be a useful additional research tool in this field, provided that their calculation results can be validated against measurements. This paper presents the results of a systematic effort...
conference paper 2014
Searched for: author:"Zijlema, M."
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