Technology Category
- Application Infrastructure & Middleware - Database Management & Storage
- Infrastructure as a Service (IaaS) - Cloud Storage Services
Applicable Industries
- Buildings
- Cement
Use Cases
- Building Automation & Control
- Structural Health Monitoring
About The Customer
TRC Companies, Inc. is a publicly traded environmental and engineering consulting firm that provides integrated services to the environmental, energy, infrastructure, and real estate markets. The company is a leading provider of technical, financial, risk management, and construction services to commercial and government customers across the country. In this case, TRC was representing the owners of a steel storage building that was damaged during Hurricane Katrina. The challenge was to prove that the damage was caused by wind, not water, to ensure the insurance claim was paid.
The Challenge
A steel storage building located on a canal between downtown New Orleans and Lake Pontchartrain was damaged during Hurricane Katrina. The insurance company claimed that the damage, where the walls were pushed outward in two areas, was water-related. As the insurance only covered wind damage, the claim was denied. TRC Companies, Inc., representing the owners of the storage building, faced the challenge of proving that the damage was caused by wind, not water. The traditional approach of applying equations relating force and wind speed would not have included information about the building shape or accounted for the air flowing through open doors inside the building. TRC determined that a more accurate simulation of the pressure forces on the building would provide more persuasive evidence that the damage was wind-related.
The Solution
TRC used ANSYS Fluent software to build a model of the storage building along with two upwind structures that might have affected wind and turbulence fields. They used wind speeds and directions predicted by mesoscale meteorological model MM5 simulations of Katrina, corroborated by observations from National Hurricane Center reconnaissance devices, to set the inlet boundary conditions. They then simulated wind-induced net total pressures on all outside walls of the storage building. Using calculations from structural engineers, they calculated the forces needed to cause damage to the storage building’s steel walls. The predicted pressures on the building walls indicated two locations with outward forces strong enough to cause the observed damage. These two locations closely agreed with the actual damage.
Operational Impact
Quantitative Benefit
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