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Quality Flood Protection SLFPA- The New Levee Boards By J.M. Drake PE, CQE, CSP Greater New Orleans Section 1518 Team Website: http://section1518.asqquality.org
Agenda ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
The Problem
The Past- Hurricane Katrina Legacy ,[object Object],[object Object],[object Object],[object Object],[object Object]
The Challenge: Protect Southeast Louisiana
The State’s Response   ,[object Object],[object Object],[object Object],Coastal Protection and Restoration Authority (CPRA)
Southeast Louisiana Land Loss
Complex Global Environmental Changes
[object Object],[object Object],[object Object],[object Object],Need for Flood Protection Legislation Governor Blanco’s letter to Legislature dated   Dec 10, 2005 contained following objectives:
Levee Board Reform Legislation ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
LA CPRA’S Role   ,[object Object],[object Object]
The People   Governor Louisiana Legislature CPRA SLFPA  East  SLFPA  West Bank Plaquemines Parish Government   Grand Isle Independent District   South Lafourche Levee District Lafourche Basin Levee District North Lafourche Levee District Pontchartrain Levee District Atchafalaya Basin Levee District  Terrebonne Levee & Conservation District St. Mary Parish Government  Southwestern Louisiana  - TBD Cameron, Vermilion, & Iberia
SLFPA Regional Territories --  Coastal Boundary
Nom Cmttee SLFPA – East National Academy of Engineering National Society of Black Engineers National Society of Professional Engineers American Institute of Hydrology American Society of Civil Engineers Association of State Floodplain Managers UNO - College of Engineering SU – College of Engineering Tulane - School of Science and Engineering LSU - Louisiana Geological Survey Public Affairs Research Council (PAR) Council for a Better Louisiana (CABL) Nominating Committee Submit Nominations to the Governor for Appointment Senate Confirmation SLFPA Nomination Process Nom Cmttee SLFPA – West Bank: All of the Above Harvey Canal Industrial Association   Our Lady of Holy Cross College Selection Process for the Boards
SLFPA Membership & Nomination Process ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
SLFPA Goal and Objectives ,[object Object],[object Object],[object Object]
Vision Statement ,[object Object]
Mission of the SLFPA ,[object Object],[object Object],[object Object],Ref: Act 1, SB No 8, 1st Extraordinary Session, LA Legislature   2006
Greater New Orleans Flood Protection System
A Systematic Approach to Flood Protection
Project Execution Methodology
Quality Factors and  Influence Diagram
GNO Regional Protection
Strategy: Defense in Depth
NORMAL LAKE 1.0 FT LEVEL SPH DESIGN ELEV 11.5 FT 17.5   FT HURRICANE PROTECTION   LEVEE & FLOODWALL AVG ANNUAL HIGHWATER 14 FT 18 FT PROJECT FLOWLINE 23   FT FLOODWALL   ALONG MISSISSIPPI RIVER GENTILLY RIDGE UNO UNO SIDE OF WAINRIGHT DR WAINRIGHT DR AT L.C. SIMON ST. ANTHONY AT WILDAIR DR DILLARD UNIV CAMPUS GENTILLY BLVD AT ALLEN DERBIGNY AT I-10 ESPLANADE AT ST. CLAUDE ST. LOUIS CATHEDRAL CANAL ST AT RIVER -20 -10 0 10 20 30 B LAKE PONTCHARTRAIN SHORE RIVER BANK MISSISSIPPI A City of  New Orleans Ground  Elevations From Canal St. at Mississippi River to the Lakefront  at U.N.O. NEW ORLEANS LAKE PONTCHARTRAIN MISSISSIPPI  RIVER B A ELEVATIONS IN   FEET   NGVD -20 -10 0 10 20 30
Factor of Safety (FS) = Capacity (R ) / Demand (SD) Protected Side: 1.8 < FS < 3.0 Structural Failure occurs at FS < 1.0 For large civil works: 1.8 < FS < 3.0
Hurricane Risk Analysis and Modeling
Compromises in Quality
Recent Flood Protection Assessments
Quality Modeling Techniques ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Performance Analysis
Event Tree Modeling
Replacement Costs of Loss Analysis
Hydrostatic and Hydrodynamic Modeling
System Elemental Modeling
SLFPA- East Website
Storm Surge Modeling
New Orleans Levee System
Greater New Orleans HSDRRS
Before Katrina, you had a 1% chance every year  of flooding this deep from Hurricanes ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],Assumes 0% Pumping Capacity   March 08
With the 100-year level of protection, you have a 1% chance every year of flooding this deep from Hurricanes March 08 ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],Assumes 100% Pumping Capacity
Highlighted Projects ,[object Object],[object Object]
GIWW West Closure Complex
GIWW West Closure Complex
Parallel verses Closed Protection
100 Year IHNC Project- Michoud, St Bernard
“ Closing the Vee”  at the Michoud Confluence
Proposed Flood Wall Structure
Rebuilding Wetlands
 
Recommendations and Conclusions ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
References and Helpful Sites ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]

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A Quality Strategy for Flood Protection

Notas del editor

  1. Presentation to Section 1518 American Society for Quality Nov 11, 2008 in New Orleans, LA