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Hurricane modification and adaptation in Miami-Dade County, Florida
Kelly Klima1, Ning Lin, Kerry Emanuel
1Engineering and Public Policy, Carnegie Mellon University, 5000 Forbes Avenue, Pittsburgh, Pennsylvania 15213, United States. kklima@andrew.cmu.edu
This study assessed tropical cyclone damage reduction in Miami-Dade County. Surge barriers are best for surge damage, while wind-wave pumps and building hardening are effective for wind damage.
Area of Science:
- Environmental science
- Climate change adaptation
- Coastal engineering
Background:
- Tropical cyclones pose significant risks to coastal communities.
- Miami-Dade County is particularly vulnerable to storm surge and high winds.
- Existing damage reduction strategies require further evaluation.
Purpose of the Study:
- To investigate tropical cyclone wind and storm surge damage reduction strategies for Miami-Dade County.
- To compare the effectiveness of building hardening versus hypothetical wind-wave pumps.
- To estimate economic losses and identify optimal mitigation approaches.
Main Methods:
- Calculated surge height and wind speed based on return period and sea surface temperature.
- Utilized the FEMA HAZUS-MH MR3 damage model and census data.
- Estimated costs and economic losses for various damage reduction scenarios.
Main Results:
- Surge damages dominate for shorter return periods, while wind damages are more significant for longer return periods.
- The critical return period for hazard component switch varies by location.
- Surge barriers are most effective for reducing surge damages.
Conclusions:
- A combination of strategies, including surge barriers and potentially wind-wave pumps, can effectively reduce tropical cyclone damages.
- The optimal mix of strategies depends on the specific location and hazard characteristics.
- Further research into the efficacy and deployment of wind-wave pumps is warranted.
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