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Florida Coastal Monitoring Program Hurricane Wind Data Collection

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Title: Florida Coastal Monitoring Program Hurricane Wind Data Collection


1
Florida Coastal Monitoring ProgramHurricane Wind
Data Collection
  • Kurt Gurley University of Florida
  • Forrest Masters Florida International
    University
  • Tim Reinhold Institute for Business and Home
    Safety
  • David Prevatt Clemson University

2
Florida Coastal Monitoring Program
  • Measure in-field hurricane ground level wind
    velocities and relay data in real-time to
    emergency managers, forecasters and researchers
  • Measure the hurricane wind pressures on
    residential structures
  • Test capacity of building components
  • Statistical Assessment of structural damage
    post-event
  • Model structural vulnerability, and investigate
    mitigation measures

3
Motivation for Research
  • Knowledge of ground-level winds used by
  • Atmospheric scientists
  • Boundary layer transition during hurricane
    landfall
  • Peak and mean speeds for model calibration
  • Validation of remote sensing technology
  • Emergency managers
  • Estimate
  • Physical damage (buildings and lifelines)
  • social and economic impacts
  • Assignment of limited resources

4
Motivation for Research
  • Knowledge of ground-level winds used by
  • Wind and civil engineers
  • Modeling the Damage Chain
  • Wind speeds at higher elevations
  • Wind speeds near ground level
  • Wind pressure on structures
  • Wind damage prevention measures
  • Outcomes
  • Wind tunnel modeling
  • Building codes and standards with accurate load
    information

5
Portable Weather Stations
  • Stiff 10-m Steel Lattice Tower
  • Remain stable in 200 mph winds
  • Self-powered
  • Instruments collect wind speed and environmental
    data
  • Quick setup to hasten retreat from approaching
    storm

6
Tower in Atlantic Beach, NCIsabel, 2003
7
Navarre Causeway Dennis 2005
Peak 3-sec gust of 120 mph at 5 meters
8
Tower Data
  • Time histories of wind speed over the duration of
    the hurricane
  • Statistical analysis reveals information needed
    for engineering design to resist the wind

9
Real-time Data Transmission
GOES SATELLITE
MIRRORWEB SERVERS
NOAADCS
FIELD
NOAA
10
NOAA Hurricane Research DivisionMaximum
Sustained Wind Swath
Tower data is one of the sources of ground data
input to HWIND contour model of wind speeds
11
Fleet of 5 towers (6 for 2006 season)
12
Program Website www.ce.ufl.edu/fcmp
13
FCMP Instrumented Homes Measure Hurricane Wind
Pressure
  • 32 homes along Florida coast
  • Owners receive free retrofits
  • storm shutters, new roof, gable bracing, braced
    garage door, etc.
  • Sensors record uplift roof pressure

14
(No Transcript)
15
Hurricane FrancesWinds on House Jensen Beach
Study to Compare full-scale to Wind tunnel
model to ASCE 7 loads
16
Hurricane FrancesWinds on House Jensen Beach
17
Frances Peak 3-sec Gusts
18
Hurricane Frances Eye Wall
Eyewall Peak 3-second gust 82 m.p.h.
19
Ivan Category 3 ? Not Based on Measurements
20
Jeanne Peak 3-sec Gusts
21
Wilma Measured Peak Winds
22
Structural Resistance
  • Using real houses being demolished
  • In-field testing to quantify actual loads to
    failure
  • Relate back to wind speed
  • Test as-built and retrofitted

23
Failure Capacity Testing
  • DCA project to determine ultimate loads to
    failure for as-built and retrofitted structures
  • As-built roof to wall toe-nail connections

24
Failure Capacity Testing
  • Retrofit with modern roof to wall connections
  • Uplift capacity increased by factor of 5 with
    simple retrofit
  • Loads to be converted to wind speed

25
Post EventDamage Documentation
Jeanne, 2004
26
Post Event Damage Documentation
27
Window PerformanceCharley 2004 -Charlotte
County
28
Computational Modeling of Structural Vulnerability
  • Model the capacity of building components
  • Apply wind loads
  • Calculate probability of damage to building

29
Mitigation Studies
  • How would these curves (risks) change if we added
    strength?
  • Hurricane shutters
  • More nails
  • Easily incorporated into the structural model
  • Leads to comparative cost effectiveness ()
  • May be applied to other types of structures

30
Thank you. Any questions?
  • Project website
  • www.ce.ufl.edu/fcmp
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