Session 2 P2 JanJaap Brinkman Deltares JCDS

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  • 8/13/2019 Session 2 P2 JanJaap Brinkman Deltares JCDS

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    Integrated GOI-GON Delta approach

    Jakarta Coastal DefenceStrategy (JCDS) study

    Flood Risk Management andUrban Resilience

    May 2, 2012

    Towards a public-private partnershipfor the coastal development and protection of Jakarta

    Excellent opportunitiesfor Jakarta

    JanJaap Brinkman, Deltares

    Greater Jakarta2nd largest urban area, 30-35 million people

    Jakarta bay

    Vulcanos, 2000-3000 meter

    Bogor

    Bekasi TanggerangJakarta

    Depok

    5 m/year

    2 m/year

    30 km

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    The Issues of Jakarta

    too much, too little,too dirty, too busy

    Spatial planning

    Floods

    Water supply

    Catchment

    Water quality

    Solid waste

    Subsidence

    Traffic

    Rapid expansion: 2010 - 2025

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    The floods of JakartaGoI GoN Partnership

    Floods from the rain (2007 2009) Towards Jakarta Flood Management - JFM

    Flood Hazard Mapping FHM DKI / BBCilCis City flood rehabilitation World Bank: JEDI/JUFMP

    Floods from the sea (2010 2014) Towards Jakarta Coastal Defence Strategy and

    Master Planning (JCDS)

    Jakarta, the floods (Rob)from the sea

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    It started withPluit - November 26, 2007 ESA Jakarta subsidence

    Up to 18 cm/year

    Up to 10 cm/ye

    Up to 12 cm/year

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    Jakarta Coastal Defence Strategy (JCDS) Study Heri Andreas 2011

    Subsidence MapSubsidence map of Jakarta 1974-2010:

    -4,1 meter

    -1,4 meter -2,1 meter

    -0,7 meter

    -0.25 meter

    Total subsidence -25 up to -400 cm ; rate -0.5 up to -17 cm/year -4,1 meter -2,1 meter

    -1,4 meter -0,7 meter

    -0.25 meter

    First recorded of levelingdata were in 1974. Base

    on acumulated data,interpolation and

    extrapolation we can makesubsidence map of Jakarta

    from year 1974 up to 2010.Base on latest analysis of piezometricsurface data found that initial condition

    of subsidence were probably on 1965.In this case in the near future we will try

    to modeled subsidence map of Jakartafor year 1965 up to 2011

    Future subsidence

    Deep groundwater abstraction

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    FUTURE LAND SUBSIDENCE JAKARTA

    PERIOD 2010-2030

    When deep groundwaterabstraction continues atcurrent rate, Jakarta willsink 5-6 meters till 2100

    When deep groundwater is stopped in 2020,Jakarta sinking can belimited to 1.5 - 2 meters

    Protection against floods from the sea

    Large scale intervention required for aresilient Jakarta

    Pluit 1989-2007 2007-2025 Total

    Sea level rise 4-6 cm 4-6cm 8-12 c

    MinimumSubsidence

    100-200 cm 100-200 cm 200-4

    Two main directions Smart retreat, evacuate

    north Jakarta (orange/redarea)

    Advance, move forward toJakarta Bay

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    Immediate governmentresponse

    November 26,2007

    December 23,2007

    November 15,2008

    November 15,2008

    Sea level versus River and Sea Wall somewhere in Jakarta

    Without the walls at least 25 airportclosures over the past 3 years

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    Pluit Febr 2011Water level 2.28

    Water Management System

    Gravi ty f low

    Polders in 2030 (pumped) Main f loodways

    13 Rivers

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    Water Management System

    Main f loodways

    13 Rivers

    Influence of the sea Strategic Direction

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    Effectiveness of floodcontrol based on phasedimplementation of CoastalDefense Infrastructure

    Sustainability based onAdditional Measures tostop land subsidence andcontrol water quality

    Feasibility based onInvestment Opportunitiesfor private sector

    19

    Strategic direction Stage 1 (until 2020)

    R

    R

    P

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    Stage 2 (Until 2030)

    Sea andRiver Dikes

    RetentionPonds

    PumpingStations

    Option 3

    When Jakarta keeps sinking(when deep groundwater abstraction is not stopped)

    Jakarta closureOffshore with main floodways

    closed

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    febr 1-5,2007,Outflow m3/sEBC-CAK-CIL-Manggarai

    -200

    0

    200

    400

    600

    800

    1000

    1200

    1400

    1600

    1800

    1 9 1 7 2 5 3 3 4 1 4 9 5 7 6 5 7 3 8 1 8 9 9 7 1 0 5 1 1 3 1 2 1

    m 3 / s

    febr 1-5,2007, Outflow m3/sFlood 2007

    -100

    0

    100

    200

    300

    400

    500

    600

    700

    800

    900

    1 9 1 7 2 5 3 3 4 1 4 9 5 7 6 5 7 3 8 1 8 9 9 7 1 0 5 1 13 12 1

    m 3 / s

    The flood characteristics of 2007Pump capacity 200 and 500 m3/sPump storage area 100 and 50 km2

    321,440,052 m3249,312,490 m3

    I nf lo w 0 1- Fe b 0 5- Fe b 3 21 ,4 40 ,0 52 m 3S to ra ge a re a 3 0, 00 0 1 ,6 00 4 8, 00 0, 00 0 m 2Increase 6.70 m

    p ump m 3/ s 5 5 00 2 16 ,0 00 ,0 00 m 3I nf lo w - p ump in g 1 05 ,4 40 ,0 52 m 3m increase 2.20 m

    Flood volume

    I nf lo w 0 1- Fe b 0 5- Fe b 3 21 ,4 40 ,0 52 m 3S to ra ge a re a 3 0, 00 0 3 ,3 00 9 9, 00 0, 00 0 m 2Increase 3.25 m

    pump m3/ s 5 200 86,400,000 m3I nf lo w - p ump in g 2 35 ,0 40 ,0 52 m 3m increase 2.37 m

    Still many areas flooded

    Outflow

    Off-Land direction

    Off-shore dike

    Inner lake

    Off-shore dike

    Inner lake

    e.g. Petersburg, Venice, New Orleans, The Netherlands

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    Area ofDKI Jakarta

    13 Rivers

    EBCWBC

    Future polder area

    Higher landarea

    CFW

    Jakarta CoastalDefense Strategy

    Opt ion 3 :Offshore with main

    rivers closed

    DevelopmentStage 3 (beyond 2030)

    R

    R

    P

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    How can land subsidence bestopped?

    Land subsidence can only bestopped, if deep ground waterextraction is replaced by pipedWater Supply

    Sea andRiverDikes

    RetentionPonds

    PumpingStations

    WaterSupply

    27

    CoastalDefense

    AdditionalMeasures

    How can we improve the water qualityin the retention basin?

    Improve water quality of riversthat discharge into retention basin

    Improve household and industrialwaste collection and disposal, andconduct awareness campaignsamong communities on riverbanks

    Develop flushing scheme and dryweather flow cleaning

    Sea andRiverDikes

    RetentionPonds

    PumpingStations

    WS

    Sewand

    CoastalDefense

    AM

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    How can we prevent that resettlementbecomes a social and political obstacle?

    Minimize need for land acquisitionand resettlement, and provide faircompensation

    Allocate 300 hectares, or 10% of theland reclamation area of 3000hectares for resettlement of 60000people

    Develop alternative locations alongnew sea dikes for fishing ports, shiprepair, coastal recreation

    Sea andRiverDikes

    RetentionPonds

    PumpingStations

    WaterSupply

    Sewerageand

    Waste

    Resettle-ment

    29

    CoastalDefense

    AdditionalMeasures

    What are investment opportunitiesbetween the dikes?

    Land reclamation of 3000 habetween dike on existing coastline and dike at -8 m depth anddike at -14 m

    Water recreation, watertransport, fish-farming, fresh

    water storage, etc. in retentionbasin

    Estimated profit 30 billion US$

    Sea andRiverDikes

    RetentionPonds

    PumpingStations

    WaterSupply

    Sewerageand

    Waste

    Resettle-ment

    CoastalDefense

    AdditionalMeasures O

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    Land Reclamation

    Land reclamationLand Reclamation

    31

    What are investment opportunitieson top of dikes?

    Access road on top of dikealong existing coast line

    Toll road and double railwaytrack on top of dike along landreclamation as connectionbetween airport, seaport,industrial zones

    Toll road on top of sea dike at 6

    km from existing coast line asby-pass that is part of thenational Merak-Surabaya tollroad

    Sea andRiverDikes

    RetentionPonds

    PumpingStations

    WaterSupply

    Sewerageand

    Waste

    Resettle-ment

    CoastalDefense

    AdditionalMeasures O

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    Roads and railway tracks

    Toll roadBy-pass Connector Access Road

    33

    What are investment opportunitiesoutside dikes?

    Deep seaport between outersea dike at -14 m depth andsea dike along landreclamation at -8 m depth.

    Sea andRiverDikes

    RetentionPonds

    PumpingStations

    WaterSupply

    Sewerageand

    Waste

    Resettle-ment

    CoastalDefense

    AdditionalMeasures O

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    Deep Seaport

    Deep sea port Deep Seaport

    35

    To new conceptsCombine safety and development

    The liveable dike

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    With all stakeholders

    With theprivate sector

    PPP

    Jakarta Urban resilience throughintense coordination and integration

    Coastal Defense infrastructure and AdditionalMeasures are not profitable (-) and depend onpublic funding. Business InvestmentOpportunities are profitable (+) and dependon private funding.

    Based on an overall Cost-Benefit Analysis,each investment in itself is not financiallyfeasible, but combined into an integratedstrategic package the overall investmentbecomes feasible.

    Moreover, the integrated strategic solutionwill not only protect North Jakarta againstflooding, but also solve its drinking watershortage, river water pollution and notorioustraffic jams.

    Protection against flooding, combined withreclamation of land, provision ofinfrastructure, and environmentalimprovements, are expected to turn NorthJakarta into an attractive place to live, workand invest.

    Sea andRiverDikes

    RetentionPonds

    PumpingStations

    WaterSupply

    Sewerageand

    Waste

    Resettle-ment

    Publicfunding

    Publicfunding

    AdditionalMeasures

    IOp

    CoastalDefense

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    FromCoastal Defence

    toCoastal Development

    but alwaysTowards a safe and resilient

    Jakarta

    Stopthe

    sinking Thank you!