Performance of the Levee System in Hurricane Katrina · 2018. 10. 4. · Performance of the Levee...

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Performance of the Levee System in Hurricane Katrina Joseph Wartman, Ph.D., P.E. H. R. Berg Associate Professor of Civil and Environmental Engineering Past Member, ASCE Levee Assessment Team Past Member, NSF-sponsored Independent Levee Investigation Team Member, ASCE Inter-Institute Committee on Levees

Transcript of Performance of the Levee System in Hurricane Katrina · 2018. 10. 4. · Performance of the Levee...

Page 1: Performance of the Levee System in Hurricane Katrina · 2018. 10. 4. · Performance of the Levee System in Hurricane Katrina . Joseph Wartman, Ph.D., P.E. H. R. Berg Associate Professor

Performance of the Levee System in Hurricane Katrina

Joseph Wartman, Ph.D., P.E. H. R. Berg Associate Professor of Civil and Environmental Engineering

Past Member, ASCE Levee Assessment Team

Past Member, NSF-sponsored Independent Levee Investigation Team

Member, ASCE Inter-Institute Committee on Levees

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Background

New Orleans:

"An impossible,

but inevitable city..."

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Southern Louisiana: Subsidence and associated land loss

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New Orleans: Topography

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Figure courtesy of the Times Picayune

New Orleans: Levee system

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Pump Stations

Figures courtesy of the Wash. Post and NY Times

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Levee and floodwall systems

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Dams vs. Levees?

Dams

• Tall in height and limited in length

Levees

• Long (many miles) and relatively short in height

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Dams vs. Levees?

Dams

• Tall in height and limited in length

• Location is selected based on subsurface conditions

Levees

• Long (many miles) and relatively short in height

• Location is not selected, and is inherently poor

• Series systems that are costly to build and maintain

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Hurricane Katrina

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Hurricane Katrina storm surge (LSU simulation)

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Hurricane Katrina Storm Surge Hydrograph Simulations

(LSU Hurricane Center)

Hurricane Katrina Surge at the Industrial Canal & Lake at the 17th Street CanalIC-Peak at 0830 AM; Lake Peak 0900 AM

0

2

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8/29/05 0:00 8/29/05 6:00 8/29/05 12:00 8/29/05 18:00 8/30/05 0:00

Date & Time (CDT)

Surg

e (ft

)

Ind. Canal N216818 Lake @ 17th Canal N206324

Lake canal breaches

Industrial canal breaches

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Hurricane Katrina flooding

Figure Courtesy of the LSU Hurricane Center

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Hurricane Katrina impacts on levee system

Figure Courtesy of the LSU Hurricane Center

MRGO

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Figure Courtesy of the LSU Hurricane Center

MRGO

Hurricane Katrina impacts on levee system

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Figure Courtesy of the LSU Hurricane Center

MRGO

Hurricane Katrina impacts on levee system

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Figure Courtesy of the LSU Hurricane Center

Lakefront canals

MRGO

Hurricane Katrina impacts on levee system

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Impact: ~1300 fatalities

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Impact: ~$150 billion in capital losses

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Post-Katrina Repair

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Preliminary findings

Multiple failures (breaches) throughout the regional levee system

Engineering, design, and/or construction played a key role in the catastrophe

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Forensic investigations

Interagency Performance

Evaluation Task Force (IPET)

Sponsor: ACOE

ASCE External Review Panel (ERP)

Sponsor: ACOE

Independent Levee Investigation Team (ILIT)

Sponsor: NSF

National Research Council Review Panel

Sponsor: DOD

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Figure Courtesy of the LSU Hurricane Center

Breach locations to be discussed

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17th Street Canal

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Levee soils

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Design issues

- Averaging of soil shear strength data

- "Water in the gap"

- Very low factor of safety (1.3)

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Lower Ninth Ward (South breach)

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Hypotheses (4)

Semi-rotational Stability Failure through the Top of the Soft Gray Clays (FOS > 1.3)

Underseepage-Induced Piping (clay too thick)

Overtopping, Trench Erosion, and Lateral Toppling of the I-Wall

Potential Underseepage-Induced Lateral Translational Instability

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Overtopping hypothesis • FEA: 6.5–8 ft of erosion to topple the I-wall

• Erosive trenching was observed to be 2.5 to 4 ft

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Underseepage hypothesis

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Other issues: overtopping and scour

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Other issues: transitions

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Earthen levee performance

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Earthen levee performance

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Lessons learned and implications

Cognitive errors (due to lack of understanding)

-vs.-

Errors of omission (due to lapse in applying knowledge)

Lessons Learned: 3 Categories

• Technical

• Organizational

• Policy

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Technical issues

- Water filled gap (ILIT, IPET, ERP, NRC)

- Soil erosion and levee stability during overtopping (ILIT, IPET, ERP)

- cost savings = increased risk

- excellent erosion performance of cohesive levees

- Low FOS values (ILIT, IPET, ERP, NRC)

- Overly simplified technical models and analyses (ILIT, ERP)

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Technical issues

- Some levees lower than designed (IPET, ERP)

- Standard Project Hurricane vs. Probable Maximum Hurricane (IPET, ERP, NRC)

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Technical issues: Engineering “System”

- “The hurricane protection system was a system in name only” (ILIT, IPET, ERP, NRC)

- Many individual projects “patched” together

- Transitions

- Coupling of hurricane protection system and pumping stations

- Role of wetlands

- Consideration of social factors

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Technical policy issues • Peer review: “self-referential” decision making process (ILIT, IPET, ERP, NRC)

• Resiliency: “ductile” versus a brittle system, with consideration of “failure” (ILIT, IPET, ERP)

• Risk (ILIT, IPET, ERP, NRC)

- not quantified, appreciated, nor communicated

- residual risk still exists

- acceptable risk level

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Organizational Issues

• Many organizations “in charge” (ILIT, IPET, ERP, NRC)

- design

- construction

- maintenance

- operation

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Organizational Issues

- One-way relationship between the U.S. Congress and the USACOE (ILIT, IPET, ERP, NRC)

- Congress sets design levels

- Congress allocates funds, often in a piecemeal fashion

- No feedback loop or mechanism for dialog

- Funding less than originally anticipated

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Planning

- Rebuilding New Orleans (ILIT, IPET, ERP, NRC)

- will require out-of-scale resources to protect some areas

- incentives to discourage re-settlement

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New Orleans 7 years after Katrina

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Positive changes - More resilient system

- Peer review

- Better quantifaction of risk

- Agency consolidation

- Systems thinking

- Mapping and inventories

- Levee policy: factors-of-safety, seismic design standards, etc.

- Funding

- Interactions with congress

- Risk communication

- Continuous loss of wetlands

- Other ongoing issues: vegetation on levees, FEMA "certification"

Less progress

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Risk-based evaluations

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pump capacity

time

Risk-based evaluations

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Post-Katrina Recovery • Disasters generally accelerate longer-term trends; however, it is possible to break with the past

• New Orleans 10 year population loss: 29%

• Metro: 11% population loss

Data and graphics from: Greater New Orleans Community Data Center

Page 58: Performance of the Levee System in Hurricane Katrina · 2018. 10. 4. · Performance of the Levee System in Hurricane Katrina . Joseph Wartman, Ph.D., P.E. H. R. Berg Associate Professor

Post-Katrina Recovery

Data and graphics from: Greater New Orleans Community Data Center

Page 59: Performance of the Levee System in Hurricane Katrina · 2018. 10. 4. · Performance of the Levee System in Hurricane Katrina . Joseph Wartman, Ph.D., P.E. H. R. Berg Associate Professor

Closing thoughts

• “What’s past is prologue”

• Event has been a catalyst for change, New Orleans and elsewhere

• Natural hazards are recurring events

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Post-Katrina Recovery

Data and graphics from: Greater New Orleans Community Data Center

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Post-Katrina Recovery

Data and graphics from: Greater New Orleans Community Data Center