Wave Reduction by Mangroves during Cyclones in Bangladesh
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World Bank, Washington, DC
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This paper investigates how mangrove
foreshores can be integrated into embankment designs in
Bangladesh. The effect of mangroves on surges has already
been studied for the design conditions of Bangladesh.
However, the impact of wave attenuation by mangroves on
embankment designs is not known. A model is thus developed
to estimate the wave height reduction by a mangrove forest,
and how such wave attenuation would influence the design of
a landward embankment. Model simulations suggest that
mangrove belts with a width between 100 and 1,000 meters
(perpendicular to the coast) could provide wave attenuation
rates between 7 and 55 percent (compared to a situation
without mangroves) at potential afforestation sites
identified in previous studies. Such wave attenuation rates
would reduce the embankment height by 0.09–0.30 meters,
diminish the slope revetment thickness by 13–46 percent, and
decrease the wave shear stresses at the embankment toe up to
25–70 percent. Relatively wider mangrove belts not only
cause a larger reduction of the embankment design
requirements, but also host larger biodiversity and are more
resilient against pests and extreme events. The model
results are highly sensitive to the mangrove properties, and
collecting data on the local mangrove species is recommended
to reduce uncertainty in the predictions. Moreover, the
results also suggest that trees older than 10–20 years might
collapse during storms. Expanding the mangrove stability
model, including other pioneer species in the analysis, and
exploring the option of canopy pruning are thus advised to
ensure the integrity of any future afforestation efforts.
Overall, this paper provides a methodology that could be
applied to design nature-based solutions in Bangladesh.
Palabras clave
BUILDING WITH NATURE, MANGROVES, WAVE ATTENUATION, FLOOD RISK REDUCTION, HYBRID FLOOD PROTECTION, PROTECTIVE EMBANKMENTS, CLIMATE CHANGE RESILIENCE
