A numerical study on design of coastal groins

Conference Paper (2010)
Author(s)

S. Eslami

LC van Rijn (Deltares)

D. J. Walstra (TU Delft - Civil Engineering & Geosciences, Deltares)

A. J. Luijendijk (Deltares, TU Delft - Civil Engineering & Geosciences)

M. J F Stive (TU Delft - Civil Engineering & Geosciences)

Research Group
Coastal Engineering
DOI related publication
https://doi.org/10.1061/41147(392)48 Final published version
More Info
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Publication Year
2010
Language
English
Research Group
Coastal Engineering
Pages (from-to)
501-510
ISBN (print)
978-0-7844-1147-6
Event
5th International Conference on Scour and Erosion (2010-11-07 - 2010-11-10), San Francisco, CA, United States
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Abstract

Numerical models become attractive means of study, when considering the limited knowledge and guidance on functional design of coastal groins. In the present article, a process-based 3D numerical model (Delft3D) is verified against two different datasets. For application on design of straight open (normal) groins, Badiei et. al. 1994 laboratory measurements, and in case of T-Head groins Ozolcer et. al. 2004 field measurements are considered. In case of normal groins, the model showed good agreement with the observations, hence, a design exercise and method has been developed. In case of T-Head groins, the model showed sensitivity to the numerical representation of the structure, while still satisfactory resemblance was perceived. Comparing to the present design rules, application of a numerical study is of crucial importance.