Evaluation of Optimized Architected Reef Design in Random Oscillatory Motion for Maximized Wave Energy Dissipation and Coastal Preservation
Name
sinha-anjalis-meng-eecs-2024-thesis.pdf
Description
Thesis PDF
Size
25.78 MB
Format
Adobe PDF
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2601b0f021eb8f6f80a83b97c19ecbec
Author(s)
Sinha, Anjali
Advisor(s)
Triantafyllou, Michael S.
Date Issued
May 2024
Publisher
Massachusetts Institute of Technology
Abstract
The mitigation of exacerbated coastal erosion and reef degradation warrants thorough examination and enhancement of existing coastal defense strategies. Severe threats to ecosystems, communities, and infrastructure from climate change, including rising sea levels and intensified weather events, necessitate the development of new technologies for protection and damage prevention. The focus of this research is to inform optimization efforts for the design of an architected reef structure aimed at maximizing wave energy dissipation when placed under various real-world environmental conditions. By testing reef structures in sea storm conditions with random oscillatory motion, this study aims to assess the effectiveness of the architected reefs in mitigating the adverse effects of wave energy. Validating the performance of reef structures in random wave motion, as compared to regular, sinusoidal motion, will improve testing efficiency, advancing the development of sustainable and resilient solutions for future coastal preservation efforts.
MIT Department
Massachusetts Institute of Technology. Department of Electrical Engineering and Computer Science
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