1 API 2006 Storage Tank Conference Tulsa, Oklahoma Preparing Tanks for Hurricanes Presented By: Ray Penny Prepared By: Steven L. Braune, PE Tank Industry Consultants, Inc. Katrina at Landfall August 29, 2005 You own a bunch of tanks and there is a big storm coming…
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API 2006 Storage Tank ConferenceTulsa, Oklahoma
Preparing Tanks for Hurricanes
Presented By:Ray Penny
Prepared By:Steven L. Braune, PE
Tank Industry Consultants, Inc.
Katrina at Landfall August 29, 2005
You own a bunch of tanksand there is a big storm coming……
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Now what?
API Standard 650 has provisionsfor addressing some of the stormrelated issues that affect storage
tanks.
Storage Tanks Vulnerabilities
• Wind Issues…– Shell Buckling– Tank Overturning– Roof Damage
• Flooding Issues…– Floating Off of Foundation– Shell Buckling
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Wind Loads on Tanks
• API Standard 650 has specificrequirements for shell bucklingand tank overturning
• There are no requirements in thecurrent Standard that address roofdamage
Shell Buckling
• In general, new tanks are designed toresist wind speeds of 100 mph
• In the absence of an owner-specifiedwind speed, manufacturer may selectshell thicknesses only for liquid loads…and then report the permissible windspeed to the purchaser
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API-650 Shell Stability
• Tank is most vulnerable when empty
• API procedures originated in early 1960s
• Methods based on uniform vacuumanalogy using the maximum windpressures on shell
Shell Buckling DuringConstruction
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Shell Buckling When Empty
Shell Buckling After Loss ofRoof
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No shell Buckling after loss of roof
Tornado Damage
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Buckling on Windward Side
StorageTank
Wind
Empty Tank Shell Stability
Diameter, D
Check permissibleunstiffened shell height,
H1
HH1
3
1 )(000,600 !"
#$%
&=DttH
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My Tank Engineer says…• Tanks constructed to API-12C are
generally resistant to wind buckling forwind speeds in the range of 95 to 120 mph
• Resistance to wind buckling varies fortanks constructed to API-650. The typicalwind speeds are in the range of 80 to 105mph
• Tank diameters up to 260’ and shellheights to 48’
What if shell is not stable for theexpected wind speed?
• Hope for the best (we can do better than that)
• Fill tank with product, if possible
• Partially fill tank
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Add Product to Tank to ReduceRisk of Shell Buckling
H1
Your Tank Engineer candetermine a recommended
product depth using API-650principles
Wind Overturning
• Primarily a problem for small diametertanks that are empty
• Doesn’t happen often, but should beconsidered
• API-650 has simplified procedures toverify
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Wind Overturning Loads
W
D
OverturningMoment, M
Per API-650
M max = WD/2
(Tank Empty)
Tank Industry Consultants
Knocked Over Tanks
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Tank Industry Consultants
Toppling of Small Diameter Tanks
Tank Toppling Speed(40 ft High Tank)
0
50
100
150
200
0 10 20 30 40 50
Tank Diameter (ft)
Win
d Ve
loci
ty(m
ph)
Add Product to Tank toPrevent Overturning of
Unanchored Tanks
Your Tank Engineer candetermine a recommended
product depth
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Fixed Roof Damage• Roof uplift pressure
will occasionallydamage tanks
• Roof -to-shell jointmay tear and “peel”away roof plate
• Roof structure may bedislodged bydistortion of shell
Wind
Peeling Off of Roof Plate
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Plate Pulled Off Tank Roof
Floating Roof Damage• Roof uplift pressure and
wind forces may causeponded water to “shift” ona floating roof.
• Unsymmetrical load maylead to roof structuralfailure
• Water may shift awayfrom location of roofdrains… overloads withwater may result
Wind
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Floating Roof Damage
Rolling Ladder Damage
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Tank Flotation
• Tanks are most vulnerable to floatationwhen empty
• Minimal flood depth required to float atank off of its foundation
• Wind may displace a floating tanklaterally
Dike FloodingFlood depths of less than
two feet will float most largediameter storage tanks when
they are empty
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AST Displaced by Flooding
ASTs Displaced by Flooding
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ASTs Displaced by Flooding
Avoid Tank Flotation
Your Tank Engineer candetermine a recommended
product depth
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Avoid Tank Flotation
If tank is empty and clean,leave the shell manholes open
Shell Buckling Due to DikeFlooding
Water pressure may causecollapse of the shell, if it isempty and anchored
Your Tank Engineer candetermine a recommended
product depth
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Summary• Design for the expected conditions (primarily
wind)• Maintain your tanks• A well maintained tank will fair better than a
ragged tank.• Add liquid to prevent flotation, overturning,
wind buckling, & shell buckling from externalpressure (rising water)
• A full tank will fair better than an empty tank.