EARTHQUAKES AND WATER STORAGE RESERVOIR DESIGN
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Transcript of EARTHQUAKES AND WATER STORAGE RESERVOIR DESIGN
![Page 1: EARTHQUAKES AND WATER STORAGE RESERVOIR DESIGN](https://reader034.fdocuments.in/reader034/viewer/2022051521/585a3e501a28ab6e32914e42/html5/thumbnails/1.jpg)
April 29, 2015
EARTHQUAKES AND WATER STORAGE RESERVOIR DESIGN
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AGENDA
Background - Seismic Sloshing
Codes and Load Development
Implication to a Project
Impact of Shape on Seismic Loads
Foundation Alternatives
Earthquakes and Water Storage Reservoir Design
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Earthquake
impact on
stored water?
April 04, 2010,
Baja Mexico
M7.2
Depth ~10Km
Earthquakes and Water Storage Reservoir Design
BACKGROUND
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Time Lapse
= 25s
Short period
shaking
Local waves
only
Earthquakes and Water Storage Reservoir Design
BACKGROUND
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Time Lapse
= 29s
Oscillation 0
Wave height
= +1 ft
Earthquakes and Water Storage Reservoir Design
BACKGROUND
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Time Lapse
= 32 sec
Oscillation 1
= 3 sec
Wave height
= +1 ft
Earthquakes and Water Storage Reservoir Design
BACKGROUND
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Time Lapse
= 38 sec
Oscillation 2
= 6 sec
Wave height
= 2-3 ft
Earthquakes and Water Storage Reservoir Design
BACKGROUND
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Time Lapse
= 42 sec
Oscillation 3
= 4 sec
Wave height
= 3-4 ft
Earthquakes and Water Storage Reservoir Design
BACKGROUND
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BACKGROUND
Time Lapse
= 46s
Oscillation 4
= 3 sec
Wave height
= 3-4 ft
Earthquakes and Water Storage Reservoir Design
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LOAD DEVELOPMENT
Earthquakes and Water Storage Reservoir Design
Model Structure Codes:
• Washington State Building Code (SBCC)
• Oregon Structural Specialty Code (OSSC)
• International Building Code
Load Development:
• ASCE7 – Minimum Design Loads for Buildings and
Other Structures
• Defers to tank specific codes with modifications
All Concrete Stressed
Concrete
Steel Other
ACI 350.3 AWWA D110,
D115
AWWA D100,
D103
API 650
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SEISMIC SLOSHING LOADS
ACI 350.3, AWWA and API
publications all generally
rely on G.W. Housner
methodology for sloshing
(hydrodynamic) loads
Housner 1963
methodology adopted in
USA, NZ, Japan, India,
others
Earthquakes and Water Storage Reservoir Design
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LOAD DEVELOPMENT
Earthquakes and Water Storage Reservoir Design
convective (sloshing)
water portion
impulsive (rigid)
water+tank portion
Earthquake
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LOAD DEVELOPMENT
Earthquakes and Water Storage Reservoir Design
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LOAD DEVELOPMENT
Earthquakes and Water Storage Reservoir Design
0.5
*HY
DR
OD
YN
AM
IC
Leading
Wall
Trailing
Wall
0.5
*HY
DR
OD
YN
AM
IC
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TYPICAL PROJECT
Earthquakes and Water Storage Reservoir Design
THE GOAL:
Seismically resilient system
SEISMIC DILEMA?
If funding is limited and seismic loads add to the total
design load, do you have to build a smaller Reservoir?
THE CHALLENGE:
Utilize a design approach that minimizes seismic loads
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SEISMIC DESIGN PARAMETERS WE CAN CONTROL
Earthquakes and Water Storage Reservoir Design
Intensity of ground shaking, acceleration
– Site specific history, but low rate of return
Reservoir layout (buried, above grade, plan
dimensions, depth)
– What impact does reservoir shape have on seismic sloshing
loads
Site selection and geotechnical conditions
– How do different foundation types resist seismic sloshing
and inertia loads
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ABOVE GROUND vs BELOW GROUND
Earthquakes and Water Storage Reservoir Design
Above Ground
Buried (getting there)
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ABOVE GROUND vs BELOW GROUND
Earthquakes and Water Storage Reservoir Design
Plan Layout
Plan length (L) = 100-ft
Plan width (B) = 100-ft
Water depth (HL) = 30-ft
Sds = 0.73
Ie = 1.50
Ri = 2.0 (above)
Ri = 3.0 (below)
– Response modification
coefficient
B = 100-ft
L =
100-f
t
Eart
hq
uake
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ABOVE GROUND vs BELOW GROUND
Earthquakes and Water Storage Reservoir Design
Observation:
Buried reservoir seismic for 40% less
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PLAN DIMENSIONS (L & W)
Earthquakes and Water Storage Reservoir Design
HL=30-ft
Observation:
In order to get a reduction in load, impractical reservoir
size is required
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DEPTH (HL)
Earthquakes and Water Storage Reservoir Design
Observation:
Depth plays a significant role in seismic load
Consider larger footprint, shallower depth
L=100-ft
180%
80%
0%
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FOUNDATION SYSTEMS
Site geology
– Quality of below ground soils
– Stability, landslide, groundwater
Sensitivity to ground movement / settlement
– Water tightness
Two common foundation systems
– Slab on grade, mat foundation
– Deep foundations (piers, piles)
Earthquakes and Water Storage Reservoir Design
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MAT FOUNDATION
Vertical loads to soil via contact area of mat
Horizontal loads to soil via friction over area of mat
Earthquakes and Water Storage Reservoir Design
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MAT FOUNDATION – Sample Reservoir
Earthquakes and Water Storage Reservoir Design
8.0MG
175ft x 200ft
38-ft deep
Bury depth varied
from full to half
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MAT FOUNDATION – Normal Operation
Earthquakes and Water Storage Reservoir Design
Water
Observation:
Mat foundation effective, max loads at perimeter walls
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MAT FOUNDATION – Seismic
Earthquakes and Water Storage Reservoir Design
Water EQ
Observation:
Mat foundation effective limiting movement
Careful attention to perimeter wall loads
Earthquake
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DEEP (PIER) FOUNDATION
Vertical load supported
by end bearing/skin
friction
Horizontal loads
supported by pier
deflecting sideways and
bearing on soil
Earthquakes and Water Storage Reservoir Design
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DEEP / PIER FOUNDATION – Sample Reservoir
Earthquakes and Water Storage Reservoir Design
12.0MG
550ft x 180ft
Water depth varies
24-ft to 46-ft
Fully buried
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DEEP/PIER FOUNDATION
Static loading conditions
Bottom slab spans between individual piers
Minimal pier deflection at perimeter walls
Earthquakes and Water Storage Reservoir Design
Water
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DEEP/PIER FOUNDATION
Earthquakes and Water Storage Reservoir Design
Hw = 24ft
Hw = 46ft
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DEEP/PIER FOUNDATION
Seismic loading conditions
Horizontal seismic loads resisted by piers
Deflection 5x larger at one end
Earthquakes and Water Storage Reservoir Design
30-ft piers in
bedrock
100-ft piers in
soil
Earthquake
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DEEP/PIER FOUNDATION
Seismic loads deflect structure laterally
Piers deflect, compress soil and provide restraint but
only after horizontal deflection
Earthquakes and Water Storage Reservoir Design
Water EQ
Earthquake
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CONCLUSIONS
Seismic loads add to other design loads
Increased loads can = higher construction cost
Select layout and design parameters to minimize seismic
effect
– Buried vs above ground
– Plan dimensions
– Depth
– Investigate alternative sites, and site geology carefully
Earthquakes and Water Storage Reservoir Design
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QUESTIONS?
Thank You
Earthquakes and Water Storage Reservoir Design