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    JOSEVILLALOBOS

    PANEL

    ONE

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    Worldwide Approaches to Living With Water

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    JOSERAYNAL

    PANEL

    ONE

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    CRAIGCOLTEN

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    Resilience as a

    Process:

    Govenor McKeithenpromised he would

    establish proceduresthat will . . . make arepeat of this disasterimpossible.

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    Place Based:

    Flooding from

    Hurricane Betsy 1965

    US Army Corps of Engineers

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    Place Based: Hurricane Protection LeveesTo reduce future flooding.

    New Orleans Times Picayune

    1965

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    Social Memory:Local evacuationto schools.

    New Orleans Public Library

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    16/100RESPOND: Improve government coordination

    d l

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    RebuildLower 9th

    RedevelopCarrollton Ave.

    RenewCanal Street

    Recovery:Recovery part ofplanning process.

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    CHRISPULASKI

    PANEL

    ONE

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    Troublein Sportsmans Paradise?www.vanishingparadise.org

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    MARKDAVIS

    PANEL

    ONE

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    RICHARDCAMPANELLA

    PANEL

    TWO

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    BASJONKMAN

    PANEL

    TWO

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    Building resilience and flood risk

    management

    Dr. Bas Jonkman

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    National Water plan on safety

    New flood defencepolicy -> new safety

    standards, based on:

    Individual risk Societal risk Cost Benefit

    Analysis

    Consider different

    layers of protection:

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    Build 50,000 newhomes in the deep

    polder

    Increase inconsequences

    Consequencereduction considered:

    Mounds Super levees

    So far: not feasible due

    Almere case

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    Existinglevee

    800 newhomes

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    Scheveningen / The Hague

    case

    Different options

    considered:

    - buildingresilience

    - Moving the seadefence forward

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    Scheveningen / The Hague

    case

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    Closing remarks

    Need to find a balance between differentlayers of protection

    High level of protection: difficult to justifybuilding resilience behind the levees

    Trend: investigate combinations of floodprotection and spatial development (on the

    levees): delta dikes

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    Flood threats in the NetherlandsRainfall floods

    Failure of local flood defences

    Failure of primary flood defences

    Flooding of unembanked areas

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    DONBLANCHER

    PANEL

    THREE

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    Don Blancher

    Sustainable Ecosystem Restoration,

    LLC&

    GroundworkNOLA

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    Krasney & Tidball, 2009

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    Krasney & Tidball, 2009

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    AMANDAMOORE

    PANELTHREE

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    !"#$ &'()*)+,-

    ",)+(./0(1

    !"#$ & +

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    !"#$ &'()*)+,-

    ",)+(./0(1

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    ELIZABETHENGLISH

    PANELFOUR

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    For over 30 years, amphibious houses

    at Raccourci Old River have been

    rising and falling reliably with the levelof flooding of the Mississippi River.

    Dry in September . . . The same house . . . Floating in February

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    Dry in September . . . The same house . . . Floating in February

    Average cost of buoyancy

    system is around $5,000.

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    Buoyant foundations are not new!

    Dry in September . . . The same house . . . Floating in February

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    So why fight floodwater

    when you can float on it?

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    Section drawing of a

    shotgun house with abuoyant foundationinstalled, showingbuoyancy blocksunder the house andvertical guidance

    poles that telescopeout of the ground

    Figure Created by Stuart Broussard

    How it works

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    Figure Created by Stuart Broussard

    House ontraditionalmasonry piers

    Houseelevatedto 8 feet

    House witha BuoyantFoundation

    Comparison of 3 Conditions

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    WHICH WOULD YOU CHOOSE?

    Completed buoyant foundation

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    Completed buoyant foundation

    Aerial view

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    Aerial view

    Moving the sandbags to tilt the house

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    Moving the sandbags to tilt the house

    Let's be sure this never happens again

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    Flooded shotgun house, New Orleans, 8 Sept 2005 photo by E. C.English

    Let s be sure this never happens again

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    www.buoyantfoundation.org

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    PRITHULAPROSUN

    PANELFOUR

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    YARROWETHEREDGE

    PANELFIVE

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    Yarrow Etheredge

    Best National Practices

    Implemented Locally

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    BILLCOULBOURNE

    PANELSIX

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    ATC Past

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    ATC Past Several are landmark documents that

    have changed engineering practice

    ATC-3: Basis for seismic design

    provisions of UBC

    ATC-20: Post-EQ safetyevaluation

    FEMA 154 (ATC-21): Rapidvisual screening

    ATC Past

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    ATC Past

    ATC-14 Evaluating the SeismicResistance of Existing Buildings (1987)

    Superseded three times FEMA 178, FEMA 310, ASCE 31

    ATC Present

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    ATC Present

    Extremely active in earthquake fieldAdditional emphasis:

    High wind design Flood design issues

    Documents, books, training

    ATC Present Wind

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    ATC Present - Wind

    0510

    ATC Present Flood

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    ATC Present - FloodA Report on the Real

    Risk of Flooding

    A Pre-standard for

    Determining Flood RiskBased on Vulnerabilityand Consequences

    ?????

    Applied Technology Council

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    MIKEHUNNICUTT

    PANELSIX

    Process for Flood Mapping

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    pp gFlood Mapping Project Phases

    DataAcquisition

    andEngineering

    Analysis

    DFIRMProduction

    PreliminaryDFIRM

    PostPreliminaryProcessing

    ProjectScoping

    (Three phases)

    CommunityCoordination& Mapping

    NeedsAssessment

    90 D30 D 6 M thV iV i

    Appeal &ProtestPeriod

    Letter ofFinal

    Determination

    Effective

    DFIRM

    CommunityConsultationOfficers (CCO)

    Meeting& Public

    Open House

    Preliminary

    DFIRM

    Appeals

    Resolved

    CommunityAdopts

    Map

    FEMA DFIRM Post Preliminary Process