past dam failures with modes of failure keith mills, p.e., g.e. acting state engineer oregon water...
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Past Dam Failures with Modes of Failure
Keith Mills, P.E., G.E.
Acting State Engineer
Oregon Water Resources Dept.
2014 NWHA Annual Meeting
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Objective – Discuss major dam incidents relevant to the PNW
Four Dams were selected because a) Severe or potential severe consequencesb) Modes of failure applicable to Pacific
Northwest c) Reasonable knowledge of incident cause
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Relevant Dam Incidents
Vaiont 1963 Northern ItalyTeton 1976 Eastern IdahoTaum Sauk 2005 MissouriKaloko 2006 Kauai, Hawaii
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Lessons Learned
• Comprehending geology - conditions• Design - state of the practice?• Construction practices• Non-engineered alterations• Operations, monitoring and Inspections
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Two Historical Failures
• Johnstown (South Fork) 1889• Saint Francis 1928
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South Fork DamType: Embankment (earth and puddle)10 miles SE Johnstown, PAConstructed: 1840 - 1853
Height 72 feet Storage 15,000 acre-ftDate of Failure: May 31, 1889
Lives Lost: 2,209
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South Fork Dam
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Saint Francis DamType: Concrete Gravity
Location: 70 miles North Los Angeles
Constructed: 1924 to 1926
Height 205 feet Storage 38,000 acre feet
Date of Failure:
March 12, 1928
Lives Lost: 450+
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Saint Francis Dam
Remnants after near instantaneous dam failure
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Vaiont Dam Type: Concrete thin arch
Location: 60 miles North of Venice
Constructed: 1958 -1960 Hydroelectric
Height 869 feet Storage 122,000 acre ft
Date of Failure:
October 9, 1963
Lives Lost: 2,500
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Vaiont Dam
Before After – landslide dwarfs dam
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Vaiont Dam mode of flooding
DAM DID NOT FAIL DESPITE OVERTOPPING BY 200 + FT
Gigantic landslide displaced reservoir
Contributing Factors• Missed existing inactive landslide(s)• Control by changing reservoir levels • Extreme landslide size and speed
(very rare)
Note reservoir level and rate of movement
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Vaiont Dam –Lessons Learned
• Comprehend the dam site geology• Unwise to rely on reservoir level to control
landslide movement• Arch dams can be very stable (dam survived) • No timely independent investigation • Italian state - “the price of modernization”
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Teton DamType: Zoned Embankment40 miles NE Idaho FallsConstructed: 1972 - 1976Height 305 feet Storage 288, 250 acre feet
Date of Failure: June 5, 1976Lives Lost: 11 (middle of reported range)
Property damage: $400,000,000 -$1,000,000,000
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Teton Dam
Picture taken at near maximum breach just past noon, first observation of problems were that morning
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Teton Dam Mode of FailurePrimary: Development of rapid piping in right abutment with no defense or filter Contributing Factors • Large open joints and
fissures in next to key trench• Zone 1 (core) material
highly prone to erosion and piping
• Non standard key trench in abutment
• No soil filter in abutment key trenches
• Grout curtain inconsistent
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Teton Dam Lessons Learned
• Designers must understand the significance of open fractures and voids
• Key trenches in the abutment can make the situation worse
• A defensive design for all parts of the dam was essential
Abutment Key Trench
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Teton Dam Lessons Learned
• Incomplete grouting can be very unsafe• No compacted fill is ever homogenous • Internal erosion can be masked if rock
fractured and open• Piping through erodible fill can develop to
a dam breach very quickly• Cooperating agencies can complete an
outstanding forensic investigation
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Taum Sauk DamType: Concrete faced rock-fill with a parapet wall, liner added
90 miles Southwest of Saint Louis, MO
Constructed: 1960-1964
Failure: December 14, 2005
87 feet tall - 4600 acre feet
Lives Lost: 0 (5 serious injuries)
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Taum Sauk
Pumped storage reservoir
Inundation in yellow
Flood wave stored in lower reservoir
Camp located in inundation area
Little use in winter
Casualties could have been much higher
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Taum Sauk Mode of FailureOverflow eroding rockfill Crest uneven from settlementImproperly placed sensorsUnsafely programmed sensorsNo direct observation
Differential settlement (fines) Irregular foundation materialImproper liner placement
No spillway
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Taum Sauk Lessons Learned
• All dams need a spillway• Dams, even rock-fill, settle over time• Concrete faced dams prone to severe
damage if there is settlement• Organizations need to care about safety• Largest FERC fine, at least to that point• Dam failures impact all dam owners
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Kaloko DamType: Embankment/hydraulic fill
Location: 10 mi NW Kapaa
Built 1890, Raised 1911
Height 40 feet Storage 1200 acre feet
Failure: March 14, 2006
Lives Lost: 7
Property damage: Still in litigation Complex ownership pattern
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Kaloko Dam
Inundation Area after dam breach
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Kaloko Dam Mode of Failure
Primary: Spillway filled by new dam owner, then extended overtopping (filled by irrigation ditch)
Contributing Factors:• Crest uneven (2 feet)• Lack of maintenance; • Trees hid erosion• Incorrect inspectors
The breach
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Kaloko Dam Lessons Learned1. DO NOT FILL IN THE
SPILLWAY!!!!!!!2. Incorrect hazard ratings
can have serious consequences (Low when it should have been HIGH)
3. A red flag when dam owners and ditch operators do not talk
4. Inspect dams that need to be inspected
5. The dam regulator must inspect & investigate
Where was dam safety?
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Key Lessons from the 6 incidents
• Spillways need to handle design inflows• Understand big picture geology
(rock and soil) • Old design flaws are common• As-built is different than as designed• Small dams failures have consequences on
owners of large dams
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Acknowledgements
• Robert B. Jansen, USBOR Retired, author of Dams and Public Safety
• J. David Rogers, Professor of Geological Engineering, Missouri University of Science and Technology
• Dave Pelty, Durham University • Robert Godbey, Hawaii Special Deputy A.G.