risk analysis of vegetation on levees · © arcadis 2015 suiho-en east berm south berm west...
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Risk Analysis of Vegetation on Levees
June 19, 2018
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This is the story of . . .
Maintaining flood safety for people and infrastructure
Preserving a treasured community asset
Suiho-En, recognized as one of the 10 best Japanese Gardens in the Western Hemisphere
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© Arcadis 2015
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Donald C. Tillman Water Reclamation Plant
Located at the margin of the Sepulveda Flood Control Basin, Woodley Park, Van Nuys, CA
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SUIHO-EN
EAST
BERM
SOUTH
BERM
WEST
FLOODWALL
DCTWRP
NORTH
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WEST FLOODWALL
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WEST FLOODWALL
SOUTH BERM EAST BERM
SOUTH BERM
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Background
The DCWRP site is leased from the USACE
The lease expires in 2019, requires renewal
To renew the lease, the USACE requires
• Increasing the freeboard
• Adherence to its vegetation policy
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Reduced freeboard
Slope stability
Seepage paths
Vegetation can pose threats to levees
Excessive vegetation can hamper levee inspections and flood fighting
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Strict adherence to the policy would be:
• Devastating to the aesthetics of Suiho-En
• Cost > $4-7 million
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What to do?
Remove all vegetation on and within 15 feet of the berms and floodwall
Overbuild the levees to maintain an undisturbed levee prism
Use structural measures to reinforce the berm and floodwall
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What to do?
Maintain a minimum levee prism with vegetation outside the vegetation-free zone
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To accomplish this at DCTWRP
• Re-build levees with a 4-foot overbuild
• Use retaining walls to maintain lease boundaries
• Remove vegetation near the west floodwall
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Analysis of alternativesHigh cost and adverse public reaction was judged unacceptable
Maintaining the levee prism impractical due to space limitations and high cost
USACE rejected structural alternatives (e.g., sheetpiles)
USACE accepted risk analysis approach
USACE and USBR (2015)
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1. Background • Collect and review
2. Loading • What are the loads, the hazards?
3. Consequences • What are the consequences of failure?
4. Brainstorm • Identify Probable Failure Modes (PFMs)
7. Tolerable Risk • Is the risk tolerable?
6. Build Event Trees • Analyze each PFM
5. Risk Drivers • Discuss and evaluate
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Risk analysis teamDCWRP
Three people from management
Three people from operations
One arborist from Suiho-En
Arcadis
Workshop leader (geotechnical
engineer)
Arborist
Geotechnical engineer
Structural engineer
Three civil engineers
• WWTP designer
• PrecisionTreeTM specialist
• Former Corps chief engineer
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What is risk?
Common definitions of risk
• The possibility that something bad will happen
• Threats that can be identified, evaluated, and mitigated
Risk = probability x consequences
Does the presence of trees materially increase the risk from flooding at the DCTWRP?
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A wealth of background information
Slope stability analyses
Extensive soil exploration and
laboratory testing
Steady-state and transient seepage
analyses
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Probability of Reservoir Flooding
Probability of High Winds
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Potential consequences:
• Loss of life
• Environmental damages from release of untreated wastewater
• Cost of cleanup and repair = $52 million
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Probable failure modesExamples of PFMs
PFM 2
PFM 12
Does the presence of trees materially increase the risk from flooding at the DCTWRP?
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PFM 2 Oak tree on slope of protected side topples creating a seepage path
During reservoir loading, high winds cause an oak tree on the slope
of the protected side of the berm to topple. The fallen tree dislodges
a root ball shortening the seepage path through the berm. The head
from water in the reservoir drives seepage, which egresses in the
cavity left by the root ball. Piping of the foundation soil initiates at the
root-ball cavity and backward erosion occurs until a pipe forms to
the reservoir. Rapid erosion enlarges the pipe until the crest of the
berm collapses and water rushes into the plant site.
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Risk drivers
Favorable factors
• Well maintained vegetation
• Modern, well-documented berm and wall construction
• Extensive soil testing
• Normally unsaturated soil
• Ample warning time to move people out
• Time for intervention
Adverse factors
• Possible flash flooding – little or no warning
• Undetected damage caused by seismic events
• Flood loads could be in place longer than anticipated
• Adverse erosion (e.g., animal burrows) could go undetected
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Expert elicitationUSACE guidance
Effect of wind on trees
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Expert elicitation for the probability of fatalities
Expert elicitation of the probability of wall failure due to tree toppling
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Effect of seepage analysis on stability
Estimates of the probability of
slope instability based on
deterministic analysis
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Initiating event
PrecisionTreeTM
Software
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Initiating event
Σ Probabilities = 1.0
Water levels in reservoir
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Building the tree
PrecisionTreeTM
Software
PFM 11: Seepage failure from oak tree toppling
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Building the tree
PrecisionTreeTM
Software
What is the water level in the reservoir?
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Building the tree
PrecisionTreeTM
Software
What is wind speed?
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Building the tree
PrecisionTreeTM
Software
Does the oak topple?
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Building the tree
PrecisionTreeTM
Software
Does steady-state seepage develop?
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Building the tree
PrecisionTreeTM
Software
Does the levee collapse?
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Example treeOne tree for each PFM
Trees are built using
• Calculated probabilities
• Expert elicitation
PrecisionTreeTM keeps track of complicated event nodes and event probabilities
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EAD Results
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EAD Results
Probability of Failure
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EAD Results
Contribution of Trees to Failure
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EAD Results
Expected Annual Damage
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EAD Results
Contribution of Trees to EAD
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Findings
All PFMs had a probability of failure of < 0.02 percent, or about once in 500 years
Consequences = $52M
EAD = $100K
Contribution from trees = $0.68 – $35.00 per year
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Findings
The presence of trees do not materially increase the risk from flooding at the DCTWRP.
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Vary soil permeability by factors of 10, 100, and 1000
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Vary soil permeability by factors of 10, 100, and 1000
EAD varies from $0.68 to $680 (out of ~$100,000)
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Recommendations
Recognize the threat and implement effective O&M
Aggressively monitor the health of vegetation, take timely action when needed
Prepare and implement a plan to remove redwood trees as they age
Prepare and implement a plan for aggressive flood fighting
Prepare and implement a monitoring plan for berm and floodwall safety
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Contacts:
c 916.740.0930
LARRY ROTH, PE, GE, ENV SPVice President, Arcadis
Phoenix, AZ
c 510.542.6182
ALEX TRAHAN, PEHydrologist, ESA
San Diego, CA
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Arcadis.Improving quality of life.