In May of 2018 the Corps completed the last major project of the Hurricane and Storm Damage Risk Reduction System, the Permanent Canal Closures and Pumps on the Outfall canals. However, work like levee armoring along the lakefront continues to add resilience to the system. All the work completed by the Corps since 2006 has only been able to be accomplished through state, local, and federal partnerships.

Hurricane & Storm Damage Risk Reduction System

100-Year Level of Risk Reduction

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Expand List item 38915Collapse List item 38915  How was the 100-year surge event calculated?

Experts used computers to generate models of 152 different hurricanes with a wide variety of paths, forward speeds, rainfall volumes, intensities, and physical size (radius). Supercomputers then calculated the conditions that would result from these 152 theoretical storms. This data allowed the Corps to estimate the amount of surge and waves that would be produced by various storms in the greater New Orleans area.  The surge and wave data was then used as the basis for determining the structural specifications (height, elevation, etc) required for the Hurricane and Storm Damage Risk Reduction System (HSDRRS) to provide the 100-year level of risk reduction.

A number of factors – in addition to surge and wave data – were considered when determining the elevation or height of the structures. For example, expected sea level rise, settlement and subsidence of structures, and possible increases in storm severity or frequencies were all factored in to the final design of the HSDRRS structures.

Expand List item 38914Collapse List item 38914  What is a 100-year level of risk reduction?

The 100-year level of risk reduction means reduced risk from a storm surge that has a 1% chance of occurring or being exceeded in any given year.

The 1% chance is based on the combined chances of a storm of a certain size and intensity (pressure) following a certain track. Different combinations of size, intensity and track can result in a 100-year surge event.

Expand List item 38916Collapse List item 38916  Why does the Corps describe the Hurricane and Storm Damage Risk Reduction System (HSDRRS) in terms of 100-year levels rather than in terms of hurricane category (1, 2, etc.)?

Beginning in 1972, weather forecasters used the Saffir-Simpson Hurricane Scale to describe the strength of hurricanes. This scale categorized a hurricane according to its maximum wind speed at any given time (Category 1 - 5), and storm surges were predicted based on that information alone.

Later research proved that wind speed alone cannot reliably describe the storm surge generated by a hurricane. Storm surge and associated flooding are dependent on a combination of the storm’s intensity, size, motion and barometric pressure, as well as the depth of the near-shore waters and local topographical features.  As a result, storm surge can be significantly different than the ranges suggested in the original 1972 Saffir-Simpson Hurricane Scale.

For example, the very large Hurricane Ike (with hurricane force winds extending as much as 125 miles from the storm center) made landfall in Texas in 2008 as a Category 2 hurricane and had peak storm surges of about 20 feet.  In contrast, tiny Hurricane Charley (with hurricane force winds extending only 25 miles from the storm center) struck Florida in 2004 as a Category 4 hurricane, but produced a peak storm surge of only about 7 feet.  These storm surges were substantially outside of the ranges suggested in the original 1972 Saffir-Simpson Hurricane Scale.

As a result of these findings and experiences, hurricane risk reduction planning is now based on a more comprehensive view of the storm and its characteristics, including size, strength, motion and track, all of which have a significant impact on storm surge.  Knowing the category of a hurricane is important to help understand the potential wind impacts, but it is does not provide information regarding the storm surge potential associated with the hurricane.             

Understanding Risk

Understanding Risk

Area residents should be reminded that the Hurricane and Storm Damage Risk Reduction System (HSDRRS) is in place to reduce risk, not to eliminate risk. There will always be a risk of storm damage. There is a risk of flooding every year from rainfall and storm surge. Everyone shares in the responsibility to "buy down" risk through zoning, building codes, insurance and other measures.

The level of risk reduction provided by HSDRRS structures remains static after they are constructed, but Louisiana is constantly losing land to subsidence, sea level rise, and erosion. These factors, along with a multitude of other variables, make it impossible Residual risk is the amount of risk remaining after hurricane protection is taken into account. There are things that can be done to reduce residual risk, such as:

  • Heeding evacuation orders
  • Restoring wetlands and barrier islands
  • Raising buildings and make them flood-proof
  • Relocating buildings to higher ground
  • Purchasing insurance
One of the outcomes from Hurricane Katrina is that Congress has directed the Corps of Engineers to assess and recommend a comprehensive plan for south Louisiana to address hurricane protection, flood control, and coastal restoration. This effort, known as Louisiana Coastal Protection and Restoration (LACPR), will generate – per instructions from Congress – a decision framework for making risk-informed decisions. Decision frameworks serve business, social science, and medical communities as tools to organize and present data in a format useful for decision making.

History shows that storm and flood risks change over time. This is a result of changing weather patterns, land use patterns and/or performance of storm or flood protection projects. Over the course of a project’s life, conditions may differ from those anticipated during pre-project planning. LACPR’s Risk Informed Decision Framework is being developed to guide planning decisions by providing information to decision makers on a set of possible future conditions. Read more about the LACPR effort here.

HSDRRS Armoring

Overview

Armoring will increase resiliency against severe wave overtopping caused by hurricane storm surges greater than a 100-year storm event. The structural features of armoring can be in the form of natural or artificial material that is placed on or around a levee or floodwall. Armoring will help reduce scour and protect the integrity of the flood defense structure when confronted with severe wave overtopping from greater than 100-year storm surges.  

Critical Areas Requiring Armoring

Turf work on a levee. Water running off a levee

  • Levee Protected Side Slopes - particularly the inflection point at the toe
  • Transition Points between levees & structures
  • Solutions will vary with location and will be determined by the overtopping flow rates and velocities

    Armoring Types Investigated

  • Grass**
  • Soil Cement Treatments**
  • Erosion Control Blankets
  • Turn Reinforcement Mat**
  • Rock Riprap
  • Gabions
  • Concrete Slope Paving
  • Open Stone Asphalt
  • Fabric Formed Concrete
  • Geogrds
  • Articulated Concrete Block (ACB)**

    **USACE commissioned tests of these materials at Colorado State University

    Turf work on a levee.

     

    Turf Reinforcement Mat
     

    Placement of concrete mats on a levee.

    Articulated Concrete Block
     

Notification of Construction Completed Letters