WAVE MODEL APPLICATION IN A WADDEN SEA AREA

J.D. den Adel; H.D. Niemeyer; A.F. Franken; N. Booij; J. Dekker; J.A. Nogel

doi:10.9753/icce.v22.%p

No. 22 (1990), Conference Proceedings

No. 22 (1990)

WAVE MODEL APPLICATION IN A WADDEN SEA AREA

Conference Proceedings

https://doi.org/10.9753/icce.v22.%25p

Published 1990-01-29

J.D. den Adel⁺⁻
H.D. Niemeyer⁺⁻
A.F. Franken⁺⁻
N. Booij⁺⁻
J. Dekker⁺⁻
J.A. Nogel⁺⁻

J.D. den Adel

Coastal Research Station/NLWA-Forschungsstelle Kuste

H.D. Niemeyer

Coastal Research Station/NLWA-Forschungsstelle Kuste

A.F. Franken

Coastal Research Station/NLWA-Forschungsstelle Kuste

N. Booij

Delft University of Technology

J. Dekker

Delft Hydraulics/Waterloopkundig Laboratorium

J.A. Nogel

Ministry for Public Works/Rijkswaterstaat

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Keywords

wave model
model application
Wadden Sea

How to Cite

den Adel, J., Niemeyer, H., Franken, A., Booij, N., Dekker, J., & Nogel, J. (1990). WAVE MODEL APPLICATION IN A WADDEN SEA AREA. Coastal Engineering Proceedings, 1(22). https://doi.org/10.9753/icce.v22.%p

Abstract

A verification study of the numerical 2D wave propagation model HISWA is presented for a complex coastal area. Model predictions are confronted with field measurements. Also the effects of specific model possibilities and limitations are examined. Results have been fair: mean errors in wave height of 12% and in wave period of 4%, at a distance of 4 km from the incoming boundary over which measured wave heights reduced 40% and periods 21%.

https://doi.org/10.9753/icce.v22.%25p

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Authors retain copyright and grant the Proceedings right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this Proceedings.

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WAVE MODEL APPLICATION IN A WADDEN SEA AREA

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