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New Orleans

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New Orleans Levee Failures Chalston Layacan Elizabeth Lenker Jamie Mellies Outline Background Hurricane Katrina Levee System Destruction Failures General Problems ... – PowerPoint PPT presentation

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Title: New Orleans


1
New Orleans Levee Failures
  • Chalston Layacan
  • Elizabeth Lenker
  • Jamie Mellies

2
Outline
  • Background
  • Hurricane Katrina
  • Levee System
  • Destruction
  • Failures
  • General Problems
  • 4 Mechanisms of Failure
  • Future
  • Immediate Reconstruction
  • Long Term Goals
  • List of References

3
Hurricane Katrina
  • August 29, 2005
  • One of the strongest storms ever to hit the US
    coast
  • Hit Gulf of Mexico and shores of Louisiana,
    Mississippi, and Alabama
  • Killed over 1,000 in Louisiana resulting in over
    27.7 billion in damage

4
New Orleans Levee System
  • What is a levee?
  • A protective barrier built along the banks of any
    body of water to protect the neighboring land
    from being flooded
  • Levees and floodwalls were built along canals,
    Lake Pontchartrain, and the Mississippi River to
    protect against flooding.

5
Types of Levees
  • Earthen
  • A ridge of dirt along a body of water, equivalent
    to a bank
  • I-Wall
  • An earthen levee with linked steel pilings driven
    into the ground and a concrete wall above ground
  • Stronger than an earthen levee

6
Where the Levees Were Breached
7
The Destruction
  • Many of the levees and floodwalls collapsed or
    were overtopped by water, which allowed billions
    of gallons of water into New Orleans and flooded
    the city.
  • Levees collapsed at approximately 50 locations.
  • Out of 284 miles of levees and floodwalls, 169
    miles were damaged.
  • If the levees and floodwalls had not failed, 2/3
    of the deaths would not have occurred.
  • The catastrophic failure of New Orleans
    hurricane protection system represents one of the
    nations worst disasters ever.

8
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9
Poorly Designed Levees
  • Levees were only designed to withstand a Standard
    Project Hurricane. (set in the 1950s)
  • Levees were built on and made of soft,
    erosion-prone soils.
  • Foundations were not sunk deep enough into the
    ground. At the 17th Street canal, the pilings
    were supposed to be 17 feet below the ground but
    were only 10 feet.
  • Measurement problems and subsidence caused some
    levees to be built several feet lower than
    designed.

10
Four Mechanisms of Levee Failure
  1. Overtopped earthen levee
  2. Overtopped I-wall levee
  3. Sliding soil under I-wall levee
  4. Water flowing through sand layer under I-wall
    levee

11
Overtopped Earthen Levees
  • All levees without I-walls were overtopped by the
    storm. The levee was completely washed away in
    some cases.
  • Levees built with sand, silt, or by hydraulic
    fill were damaged the most.

12
Obliterated Levee(along Mississippi River-Gulf
Outlet)
13
Overtopped I-Wall Levees
  • Water flowing over the levee eroded the earth on
    the protected sides of the levees.
  • Water washed away the soil near the foundation of
    the I-wall, weakening the foundation.
  • Water then pushed over the top of the levees
    causing a collapse.

14
Overtopped I-Wall Levees
15
Overtopped I-Wall Levee(Industrial Canal, East
Bank, South Breach)
WALL
16
Industrial Canal, East Bank, South Breach(due to
I-wall levee overtopping)
17
I-Wall Levees sliding soil
  • In the design, the engineers underestimated the
    strength of the soil.
  • They also did not account for the presence of a
    water-filled gap.

18
17th Street Canal Failure (due to sliding soil)
19
London Ave Canal North Breach(due to sliding
soil)
20
Industrial Canal, East Bank, North Breach(due to
sliding soil)
21
I-Wall Levees water flowing through sand layer
  • Engineers didnt account for the water seeping
    into the sand layer under the levee and coming up
    the other side.

22
London Ave Canal South Breach (caused by water
flowing through sand layer)
23
Immediate Reconstruction
  • Task Force Guardian
  • U.S. Army Corps of Engineers project
  • Floodwall repair and replacement
  • Levee repair to a height of 15 ft
  • Levee armoring reinforcing slopes with riprap
    or concrete to prevent erosion when the levee is
    overtopped

24
Long term goals
  • Task Force Hope
  • U.S. Army Corps of Engineers project
  • Ultimate goal integrated levee and floodwall
    system able to withstand category 5 storm
  • Restoring wetlands, which will act as natural
    buffer
  • Levee armoring
  • Permanent gated structures for canals
  • Channel control-floating flood control gates on
    the Mississippi River-Gulf outlet

25
List of References
  • Articles
  • Keeping the Waters at Bay by Thomas Hayden U.S.
    News World Report Feb. 27, 2006
  • Little Good News on Levees and Wetlands by
    Meghan Stromberg Planning Vol. 72, Issue 1Jan.
    2006
  • Websites
  • Katrinas Levee Failures Cleansing the Corps
    by Anthony Kendall Jan. 17, 2006
    http//www.anthonares.net/2006/01/katrinas-levee-f
    ailures-cleansing.html
  • The New Orleans Hurricane Protection System
    What Went Wrong and Why a Report by the
    American Society of Civil Engineers Hurricane
    Katrina External Review Panel. http//www.asce.org
    /files/pdf/ERPreport.pdf
  • Pictures
  • www.fishindog.com/images/katrina1.jpg
  • bbsnews.net/bbsn_photos/topics/hurricane_katrina/u
    scg_new_orleans_under_water20050829.jpg
  • www.katrina-hurricane.biz/images/katrina-hurricane
    -pic3.jpg
  • http//www.asce.org/files/pdf/ERPreport.pdf
  • www.killedthat.com/wp-content/uploads/2007/08/hurr
    icane-katrina.jpg
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