Stem breakage of salt marsh vegetation under wave forcing

A field and model study

Journal Article (2018)
Author(s)

Vincent Vuik (HKV Lijn in Water, TU Delft - Hydraulic Structures and Flood Risk)

H.Y. Suh Heo (TU Delft - Hydraulic Structures and Flood Risk)

Zhenchang Zhu (NIOZ Royal Netherlands Institute for Sea Research)

BW Borsje (Board Young Waddenacademie, University of Twente)

SN Jonkman (TU Delft - Hydraulic Structures and Flood Risk)

Research Group
Hydraulic Structures and Flood Risk
Copyright
© 2018 V. Vuik, H.Y. Suh Heo, Zhenchang Zhu, Bas W. Borsje, Sebastiaan N. Jonkman
DOI related publication
https://doi.org/10.1016/j.ecss.2017.09.028
More Info
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Publication Year
2018
Language
English
Copyright
© 2018 V. Vuik, H.Y. Suh Heo, Zhenchang Zhu, Bas W. Borsje, Sebastiaan N. Jonkman
Research Group
Hydraulic Structures and Flood Risk
Volume number
200
Pages (from-to)
41-58
Reuse Rights

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Abstract

One of the services provided by coastal ecosystems is wave attenuation by vegetation, and subsequent reduction of wave loads on flood defense structures. Therefore, stability of vegetation under wave forcing is an important factor to consider. This paper presents a model which determines the wave load that plant stems can withstand before they break or fold. This occurs when wave-induced bending stresses exceed the flexural strength of stems. Flexural strength was determined by means of three-point-bending tests, which were carried out for two common salt marsh species: Spartina anglica (common cord-grass) and Scirpus maritimus (sea club-rush), at different stages in the seasonal cycle. Plant stability is expressed in terms of a critical orbital velocity, which combines factors that contribute to stability: high flexural strength, large stem diameter, low vegetation height, high flexibility and a low drag coefficient. In order to include stem breakage in the computation of wave attenuation by vegetation, the stem breakage model was implemented in a wave energy balance. A model parameter was calibrated so that the predicted stem breakage corresponded with the wave-induced loss of biomass that occurred in the field. The stability of Spartina is significantly higher than that of Scirpus, because of its higher strength, shorter stems, and greater flexibility. The model is validated by applying wave flume tests of Elymus athericus (sea couch), which produced reasonable results with regards to the threshold of folding and overall stem breakage percentage, despite the high flexibility of this species. Application of the stem breakage model will lead to a more realistic assessment of the role of vegetation for coastal protection.

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