Field assessment of wave attenuation by BESE-elements in a mangrove environment

Coastal ecosystems provide critical ecosystem services, including carbon sequestration and coastal protection, yet face continuing global decline. In areas where natural revegetation is impeded (e.g., altered hydrodynamics, substrate instability, erosion), active restoration techniques using artificial structures like Biodegradable Elements for Starting Ecosystems (BESE-Elements), may facilitate ecosystem recovery. While laboratory studies have demonstrated promise, field evidence quantifying the hydrodynamic benefits of these structures in mangrove areas remains limited. This study evaluated BESE-Elements' wave attenuation performance in a tide-dominated mangrove ( Avicennia marina ) embayment in Western Port, Australia through two field experiments over one-month periods, using an array of six pressure sensors to measure wave attenuation. In Experiment 1, we compared a single 4-cm high BESE-Element (0.414 m 2 ) to existing mangrove vegetation and bare sediment. Experiment 2 tested single, double (0.828 m 2 ), and quadruple (1.656 m 2 ) 4-cm high BESE-Element configurations. Results demonstrated that existing mangrove vegetation achieved the highest wave attenuation (15.2 % reduction relative to bare sediment), while BESE-Elements showed statistically significant but modest wave height reductions ranging from 2.1 % for single element to 3.7 % for quadruple configurations ( p < 0.01) in water depths less than 1 m. Wave attenuation efficiency decreased with increasing water depth across all configurations. Long-term monitoring over a 20-month period revealed significant sediment accumulation within BESE-Element plots (mean 6.61 mm/year). While this study demonstrates modest wave attenuation effects of 4-cm high BESE configurations, these structures may influence other hydrodynamic processes relevant to mangrove establishment, such as flow velocity reduction, sediment retention, or propagule stabilisation. Future research should evaluate these potential mechanisms through field experiments with transplanted seedlings and continued monitoring of sediment dynamics. • First field study of BESE-Elements' wave attenuation in mangrove habitats. • 4-cm BESE structures reduced wave height up to 3.7 % in field conditions. • Wave attenuation most effective in shallow water (<1 m depth). • Sediment levels changed −9.45 to 19.2 mm/year around BESE structures. • Study provides baseline data for BESE performance in mangrove environments.

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Publication Details

Journal
Ecological Engineering
Published
2024-12-31
DOI
https://doi.org/10.1016/j.ecoleng.2024.107507
Citations
4
Primary Topic
Coastal and Marine Dynamics
Type
article
Field-Weighted Citation Impact
2.06
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article

Field assessment of wave attenuation by BESE-elements in a mangrove environment

Siegmund Nuyts, Stacey M. Trevathan‐Tackett, Peter I. Macreadie
4 citations
Ecological Engineering
Coastal and Marine Dynamics
2.06
article

Field assessment of wave attenuation by BESE-elements in a mangrove environment

Siegmund Nuyts, Stacey M. Trevathan‐Tackett, Peter I. Macreadie
article en
4 citations

Abstract

Coastal ecosystems provide critical ecosystem services, including carbon sequestration and coastal protection, yet face continuing global decline. In areas where natural revegetation is impeded (e.g., altered hydrodynamics, substrate instability, erosion), active restoration techniques using artificial structures like Biodegradable Elements for Starting Ecosystems (BESE-Elements), may facilitate ecosystem recovery. While laboratory studies have demonstrated promise, field evidence quantifying the hydrodynamic benefits of these structures in mangrove areas remains limited. This study evaluated BESE-Elements' wave attenuation performance in a tide-dominated mangrove ( Avicennia marina ) embayment in Western Port, Australia through two field experiments over one-month periods, using an array of six pressure sensors to measure wave attenuation. In Experiment 1, we compared a single 4-cm high BESE-Element (0.414 m 2 ) to existing mangrove vegetation and bare sediment. Experiment 2 tested single, double (0.828 m 2 ), and quadruple (1.656 m 2 ) 4-cm high BESE-Element configurations. Results demonstrated that existing mangrove vegetation achieved the highest wave attenuation (15.2 % reduction relative to bare sediment), while BESE-Elements showed statistically significant but modest wave height reductions ranging from 2.1 % for single element to 3.7 % for quadruple configurations ( p < 0.01) in water depths less than 1 m. Wave attenuation efficiency decreased with increasing water depth across all configurations. Long-term monitoring over a 20-month period revealed significant sediment accumulation within BESE-Element plots (mean 6.61 mm/year). While this study demonstrates modest wave attenuation effects of 4-cm high BESE configurations, these structures may influence other hydrodynamic processes relevant to mangrove establishment, such as flow velocity reduction, sediment retention, or propagule stabilisation. Future research should evaluate these potential mechanisms through field experiments with transplanted seedlings and continued monitoring of sediment dynamics. • First field study of BESE-Elements' wave attenuation in mangrove habitats. • 4-cm BESE structures reduced wave height up to 3.7 % in field conditions. • Wave attenuation most effective in shallow water (<1 m depth). • Sediment levels changed −9.45 to 19.2 mm/year around BESE structures. • Study provides baseline data for BESE performance in mangrove environments.

Ecological EngineeringVol. 212
Deakin University (AU), RMIT University (AU)
Openalex Percentile: Top 14%
Coastal and Marine Dynamics
2.06
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