Structural Engineers Association of Illinois – April 4, 2006 Building for Extreme Events –...
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Structural Engineers Association of Illinois – April 4, 2006Structural Engineers Association of Illinois – April 4, 2006
Building for Extreme Events –Building for Extreme Events –Lessons Learned from KatrinaLessons Learned from Katrina
SEAOI MeetingSEAOI MeetingApril 4, 2006April 4, 2006
William L. Coulbourne, P.E.William L. Coulbourne, P.E.URS CorporationURS Corporation
Structural Engineers Association of Illinois – April 4, 2006Structural Engineers Association of Illinois – April 4, 2006
What is an extreme natural event?What is an extreme natural event?
Flooding – 500-year or .02% annual chance of Flooding – 500-year or .02% annual chance of occurrenceoccurrence
Wind – 150 to 200 mph (Category 5 hurricane Wind – 150 to 200 mph (Category 5 hurricane or tornado)or tornado)
Storm effects create additional problems such Storm effects create additional problems such as debrisas debris
Storm impact such that recovery is Storm impact such that recovery is complicated and takes a long timecomplicated and takes a long time
Structural Engineers Association of Illinois – April 4, 2006Structural Engineers Association of Illinois – April 4, 2006
Building Code Requirements for Building Code Requirements for Katrina Impacted AreasKatrina Impacted AreasAL, MS, LA – no state wide code pre-KatrinaAL, MS, LA – no state wide code pre-Katrina
Some communities enforced either the 1997 Some communities enforced either the 1997 SBC or the IBCSBC or the IBC
IBC references ASCE 7 and ASCE 24IBC references ASCE 7 and ASCE 24
Floodplain maps ranged in age from a few years Floodplain maps ranged in age from a few years to over 20 yearsto over 20 years
Floodplain maps show limits of 100-year or 1% Floodplain maps show limits of 100-year or 1% annual chance of flooding both inland and on the annual chance of flooding both inland and on the coastcoast
Structural Engineers Association of Illinois – April 4, 2006Structural Engineers Association of Illinois – April 4, 2006
Specific Katrina Storm ResultsSpecific Katrina Storm Results
Storm surge elevations were nearly 30 feet in Storm surge elevations were nearly 30 feet in a few areasa few areas
Surge created flooding in back bays far in Surge created flooding in back bays far in excess of flood map elevationsexcess of flood map elevations
Wind speed was less than building code Wind speed was less than building code levels in all but a very small arealevels in all but a very small area
Significant line of surge created debrisSignificant line of surge created debris
Flood protection structures failedFlood protection structures failed
Structural Engineers Association of Illinois – April 4, 2006Structural Engineers Association of Illinois – April 4, 2006
Katrina StatisticsKatrina Statistics
Over 350,000 houses destroyedOver 350,000 houses destroyed
Another 140,000 houses with major damageAnother 140,000 houses with major damage
Total economic losses exceed $125 billionTotal economic losses exceed $125 billion
450,000 displaced people450,000 displaced people
Category 5 storm in the Gulf with 902 millibar Category 5 storm in the Gulf with 902 millibar central pressure – a very strong stormcentral pressure – a very strong storm
Structural Engineers Association of Illinois – April 4, 2006Structural Engineers Association of Illinois – April 4, 2006
Katrina Storm Surge ModelKatrina Storm Surge Model
Structural Engineers Association of Illinois – April 4, 2006Structural Engineers Association of Illinois – April 4, 2006
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Gulf Coast Storm Surge – Gulf Coast Storm Surge – SLOSH MODELSLOSH MODEL
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Gulfport
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Biloxi
WEST EAST
Structural Engineers Association of Illinois – April 4, 2006Structural Engineers Association of Illinois – April 4, 2006
So what were the effects from So what were the effects from flooding….flooding….Water washed through first floors if the Water washed through first floors if the building stayedbuilding stayed
Water pushed and floated buildings from their Water pushed and floated buildings from their foundationsfoundations
Surge lifted large, heavy structures like Surge lifted large, heavy structures like parking garagesparking garages
Surge created large mounds of debris and Surge created large mounds of debris and tossed debris (barges) at buildingstossed debris (barges) at buildings
Structural Engineers Association of Illinois – April 4, 2006Structural Engineers Association of Illinois – April 4, 2006
Daulphin Island, AL…successDaulphin Island, AL…success
Structural Engineers Association of Illinois – April 4, 2006Structural Engineers Association of Illinois – April 4, 2006
Waveland, MS …survivorWaveland, MS …survivor
Structural Engineers Association of Illinois – April 4, 2006Structural Engineers Association of Illinois – April 4, 2006
Biloxi, MS…damageBiloxi, MS…damage
Structural Engineers Association of Illinois – April 4, 2006Structural Engineers Association of Illinois – April 4, 2006
Biloxi, MS…severe damageBiloxi, MS…severe damage
Structural Engineers Association of Illinois – April 4, 2006Structural Engineers Association of Illinois – April 4, 2006
Dauphin Island, AL…severe damageDauphin Island, AL…severe damage
Structural Engineers Association of Illinois – April 4, 2006Structural Engineers Association of Illinois – April 4, 2006
Pass Christian, MS…severe damagePass Christian, MS…severe damage
Structural Engineers Association of Illinois – April 4, 2006Structural Engineers Association of Illinois – April 4, 2006
Fire Station (new)…severe damageFire Station (new)…severe damage
Structural Engineers Association of Illinois – April 4, 2006Structural Engineers Association of Illinois – April 4, 2006
Long Beach, MS…total destructionLong Beach, MS…total destruction
The Neighbors: out of +/- 100 homes in the area, we counted 2 survivors
Structural Engineers Association of Illinois – April 4, 2006Structural Engineers Association of Illinois – April 4, 2006
Pass Christian, MS…total destructionPass Christian, MS…total destruction
Structural Engineers Association of Illinois – April 4, 2006Structural Engineers Association of Illinois – April 4, 2006
DebrisDebris
Structural Engineers Association of Illinois – April 4, 2006Structural Engineers Association of Illinois – April 4, 2006
DebrisDebris
Structural Engineers Association of Illinois – April 4, 2006Structural Engineers Association of Illinois – April 4, 2006
ASCE 7 Wind Speed MapASCE 7 Wind Speed Map
Estimated Actual Wind Speeds