Wave Attenuating Fringing Reefs (WAFR)

Mont Choisy – Mauritius

Project leader : Subcon

Dates : 2019-2020

Classification

Risks

Solutions

Actors

Costs

Summary

Mont Choisy beach suffers from chronic erosion at the southern end of an approximately 1.9 km long crescentic beach. An extensive technical assessment and design by eCoast from 2014-2017 revealed that erosion at Mont Choisy was mostly due to anthropogenic influences and recommended the construction of an offshore submerged reef as one of several elements to rehabilitate the area and mitigate ongoing erosion. In 2019 Subcon and Sotravic, delivered this innovative solution to recreate a fringing reef offshore of the most eroded area.

Subcon’s design featured one continuous reef structure of 350 m long comprising 1000 individual units along with the inshore patch reefs. ‘Bombora’ modules were specifically designed to maximise wave attenuation while providing ecosystem services associated with fringing reefs. The features of the reef include a perforated flat top shape providing a wider shelf area to enhance wave breaking and energy dissipation. Implementation of the Mont Choisy rehabilitation scheme was successfully completed in 2019 with the engineered fringing reefs providing a cornerstone function to the nature based restoration effort at Mont Choisy. The wave attenuation afforded by the reef structure at the southern end of the beach mitigates against sediment transport losses and provides a new structure able to promote fish assemblages, coral recruitment and recreational activities.

Actions

A coastal restoration plan developed by eCoast included a range of nature based solutions designed to restore the beach amenity. Components of the plan included beach nourishment and reprofiling, seagrass restoration, beach stabilisation through replanting with native vegetation and establishment of a fringing reef system in front of the heavily eroded section of beach.

Fringing reefs are an example of hard barriers, built over thousands of years by corals which provide critical ecosystem services both as habitat and as wave attenuators.  A combination of building engineered reefs followed by natural or assisted recruitment enables large scale reef geomorphology and wave attenuation functionality to be established immediately, rather than over thousands of years.  Subcon’s design featured one continuous reef structure of 350 m long comprising 1000 individual units along with the inshore patch reefs. The features of the reef include a perforated flat top shape providing a wider shelf area to enhance wave breaking and energy dissipation. Submerged reef designs such as this are historically regarded by coastal designers as ineffective during peak surges and tides.  Subcon and UWA considered the time varied performance of the submerged reef considering local tidal cycles and forecast storm surge.  Wave flume testing confirmed time averaged transmission with tidal variance enabling optimisation of future designs to target specific wave heights and periods.  Reef geometry is tailored to avoid visual impacts, target specific wave periods and attenuate wave energy in the peak conditions, whilst maintaining passage of average daily wind driven waves and littoral processes.

The reef was designed to mimic the ecosystem services provided by naturally occurring reefs. While wave attenuation was the primary ecosystem service driving the design, the design features also provided habitat and hard substrate to support recruitment of reef builders including herbivorous fishes, corals and other marine species. Meanwhile, the reef permitted the protection of visual amenities. It was designed partially submerged – only being exposed for short durations during peak low tides, so the visual impact remains negligible.

Outcomes

The project has demonstrated the business case for implementing working with nature solutions to deliver social economic and environmental outcomes. The project has restored the beach amenity which is critical to the livelihoods of the local communities, and thus contributed to improve the resilience of ocean reliant communities.

In parallel, this solution restored three large scale ecosystems, namely, seagrass meadows, dune systems and fringing reefs. 

Eventually, the Wave Height Monitoring conducted by UWA and UOM demonstrated transmission coefficients as low as 0.6 for the target wave heights which is a significant reduction in energy reaching the beach. Critical wave energy is now reduced up to 60%. Implementing an integrated working with nature solution has permitted beach erosion control.

The project used a combination of working with nature-based solutions to address the key drivers of erosion. 

The commitment to implementing large scale ecosystem restoration as an economically viable solution against coastal erosion that can generate multiple benefits from the outset to ocean communities. 

The lack of engineering guidelines is a major barrier to the implementation of reef restoration solutions.  The establishment of a table of performance parameters through tank testing at UWA was necessary.  This includes an assessment of reef transmission coefficients, impacts of tide and surge, module design and general layout on wave attenuation as well as the benefits of coral and flora recruitment post deployment.

Partners

Technical partners: Sotravic, eCoast, University of Mauritius, University of Western Australia

Financial partners: United Nations Development Program, Adaptation Fund

Resources