thai flooding dr apichart

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    RAPID FLOOD MANAGEMENTASSESSMENT

    Lesson to be learned : Worstflood in Modern Thai History

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    Reflection on 2011 Flood

    Very costly in term of social and

    economic impacts

    Provide opportunity to learn and

    share experiences

    Better prepare to handle futureFlood

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    Rapid Flood Management assessment

    To understand what actually happen

    To identify problems and key issues

    To conceptualize future framework

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    Overview

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    Flood scenario

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    Total Damages

    1.4 Trillion Baht(WB estimate)

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    Flood damage

    Social Sector Population 13,595,192

    Households 4,086,138

    Deaths 693 Temples cultural sites 313

    Evacuee 1,820,931

    Shelters 1,739

    Schools 3,088

    Bangkok 436

    Others 2,652

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    Economic Sectors

    Agriculture

    Inundated farmland 12.61 million ha.

    Industry

    Inundated Industrial Estate 7

    Factories (only Industrial Estate) 838

    Workers 382,693

    Tourism

    Estimated losses 50 billion Baht

    Flood damage

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    What actually

    happen?

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    Rainfall record

    Accumulated rainfall and major storm events in Thailand during 2011

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    Chao Phraya

    River Basin

    mm

    Chao Phraya

    River Basin

    Heavy rainfall along Chao Phraya River Basin

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    Reservoir Operation

    Data of inflow, water release and storage of Bhumibol Dam in 2011

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    The 2011 operation rule curve of Bhumibol Dam compares with the previous year rule curves

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    0

    2,500

    5,000

    7,500

    10,000

    12,500

    0

    50

    100

    150

    200

    250

    1-Jan 1-Feb 1-Mar 1-Apr 1-May 1-Jun 1-Jul 1-Aug 1-Sep 1-Oct 1-Nov 1-Dec

    Storage,

    MM

    Inflo

    w,

    Release,

    MCM

    Sirikit Reservoir 2011

    Release Inflow Storage Upper Curve Lower Curve Min

    Max (avg)

    Min

    Data of inflow, water release and storage of Sirikit Dam in 2011

    50%

    HAIMA

    NOCK-TEN

    HAITANG , NASAT

    and NALKAE

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    2,000

    3,000

    4,000

    5,000

    6,000

    7,000

    8,000

    9,000

    10,000

    11,000

    1-Jan 1-Feb 1-Mar 1-Apr 1-May 1-Jun 1-Jul 1-Aug 1-Sep 1-Oct 1-Nov 1-Dec

    Inflow,R

    elease,

    MCM

    Sirikit Reservoir 2011

    2011 2010 2009 2008 2007 Upper Curve Lower Curve

    Max (avg)

    Min

    Upper Rule Curve

    Lower Rule Curve

    The 2011 operation rule curve of Sirikit Dam compares with the previous year rule curves

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    Data of inflow, water release and storage of Parsakchonlasit Dam in 2011

    HAITANG , NASAT

    andNALKAE

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    Flood Diversion

    A sample of water diversion scheme for central and lower Chao Phraya River Basin

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    Nakorn Sawan (C2)

    Sing Buri (C3)

    Ayutthaya (C29)

    Locations of gauge station along Chao Phraya River at Nakorn Sawan (C2), Sing Buri (C3), and Ayutthaya (C29) province

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    Water level record of Chao Phraya River at Nakorn Sawan, Sing Buri, and Ayutthaya province

    Date

    01-Aug-11 01-Sep-11 01-Oct-11 01-Nov-11 01-Dec-11

    WaterL

    evel,MSL(m)

    0

    5

    10

    15

    20

    25

    30

    35

    Nakorn Sawan (26.3 m)

    Ayutthaya (3.04 m)

    Singburi (11.7 m)

    16 Sep 13 Oct 28 Oct

    5 Sep 23 Oct 15 Nov

    24 Sep

    25 Oct31 Nov

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    Major breaches of flood control infrastructure along Chao Phraya River

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    Date

    Tidal record at the Royal Thai Navy Station during July to December, 2011

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    Pumping stations and drainage canal systems of Bangkok

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    Extend of Flooded area

    Flood extent map in July 2011 (interpreted from Radarsat image)

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    Flood extent map in August, 2011 (interpreted from Radarsat)

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    Flood extent map in September, 2011 (interpreted from Radarsat)

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    Flood extent map in October, 2011 (interpreted from Radarsat)

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    Flood extent map in November, 2011 (interpreted from Radarsat)

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    Flood extent map in December, 2011 (interpreted from Radarsat)

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    How responsive?

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    Name of Committee Responsibility Establishment

    date

    1 National Committee on Floods, - Oversee and manage national disasters due to floods, tropical storms and mudslides 25-Aug-11

    Tropical Storm and Mudslides - Preparedness, prevention, response and recovery of all the major phases

    of disaster management

    2 Twenty Five River Basin National Joint-Committee - support national water management and flood warning systems 14-Sep-11

    3 Flood relief committee - assist the affected populations from flood disaster 12-Oct-11

    (the structural, economic, and social subcommittee)

    4 Flood Recovery and Restoration Committee - replacement of the flood recovery and restoration committee 4-Nov-11

    - to corrordinate the flood relief management for structural, economic,

    industrial, and peoples livelihoods and quality of life

    5 Public Communication Committee - to improve public information on flood disaster to Thai people 4-Nov-11

    6 Strategic Committee for Reconstruction - prepare strategies for reconstruction and national future of sustainable development 10-Nov-11

    and Future Development (SCRF)

    7 Strategic Committee for - manage water resources with principles of sustainability 10-Nov-11

    Water Resources Management (SCWRM)

    Government response

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    Analytical Observation

    Practice approach

    Diverse roles and

    responsibilities Coordination

    Public Communication

    Public risk perception

    Preparedness

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    Lessons to be Learned Structure aspect

    Non-structure aspect

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    Structure aspects

    Highway/ road

    Bridge

    Sluice gate Flood wall/ Bearier

    King dyke

    Canal system/ water way

    Examples of Highway obstructing natural surface runoff

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    Examples of Highway obstructing natural surface runoff

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    Examples of bridge obstruct channel flow

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    Examples of bridge obstruct channel flow

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    Sluice gates under flooding condition

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    Various types of flood wall

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    yp

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    Kingsdykeandfloodretardingarea

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    Kings dyke

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    Elevation of Kings dyke and flood protection dykes for Bangkok and vicinities

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    Example photos of sand bag and temporary earth embankment along kings dyke.

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    Two opening were found along kings dyke, leading water flow into

    the city and northern Bangkok was flooded.

    Canal network

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    Canal dreging

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    Canal river encroachment

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    Maintenance requirement for drainage system

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    Non structure aspects

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    Non structure aspects

    Land use pattern

    Town planning

    Encroachment of flood plain

    Protection wall vs Diversion

    Relief efforts/ Evacuation

    Informal effort/ social media/ volunteer

    Innovation

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    Deforestation of Nan Watershed

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    Deforestation of Nan Watershed

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    Summary

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    Abnormal rainfall due to the contribution of

    four tropical storms and one typhoon is the

    main cause of the 2011 Thailand worstflood.

    Change of land use pattern, filling up of

    wetlands and lack of town planning increasesurface runoff and retard flood water flow.

    Inappropriate planning and improper

    engineering design of infrastructure without

    consideration of natural water flow pattern

    further complicated flood management by

    obstructing flow of surface runoff.

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    Public awareness and culture of

    preparedness with respect to disasterrisks are indispensible.

    Maintenance of natural and city

    drainage system is essential for

    effective flood management.

    Community participation and civil

    society involvement are

    indispensable.

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    Observation

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    Climate change creates more uncertainty in

    weather prediction change, in perception and

    practice of all concerned agencies, includingdecision makers

    A comprehensive flood management plan to

    cope with extreme flooding condition is

    called for, however, it is essential not only tostrike for a balance between hard

    engineering and soft engineering , but also to

    go out of the water box to recognized the

    governance issue as demanded by forces of

    economic and urbanization

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    Natures possess powerful force and are at atime delegate to deal with, may be learn to

    live with nature is a better option than toovercome nature. Therefore a recognitionof limits to engineering , but also ofcommunity resilience are called for

    With the flooding problem becoming morecomplicate, exercise of common sense andlocal knowledge may simplify anacceptable solution. In this sense ,

    attention to conflict management andbroader platform of learning amongstakeholder are essential

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