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Municipal Corporation of Greater Mumbai, India “Managing Mithi Drainage Basin To Enhance Flood Resiliency”

Municipal Corporation of Greater Mumbai, India · Municipal Corporation of Greater Mumbai, India ... Mumbai Topography and Drainage Merger of 7 islands in Island City, 4 islands in

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  • Municipal Corporation of

    Greater Mumbai, India

    “Managing Mithi Drainage Basin

    To Enhance Flood

    Resiliency”

  • Mumbai Topography and Drainage

    � Merger of 7 islands in Island City, 4

    islands in Suburban District.

    � Surrounded by water on three sides.

    � Much of the area is close to sea level.

    � Gravity drainage system affected by

    high/low tides.

    � During high tide ingress of sea water.

    � Island City has no natural drainage

    outlet.

    � Mithi largest river flowing in Suburban

    District

    � Catchment area 7265 hectares

    � Length approx. 17.9 km

    � Storm Water Drainage Network is

    more than 150 years old designed for

    rainfall of 25 mm per hour and run off

    co-efficient of 0.5.

  • � Rainfall Characteristics

    � Watershed degradation

    � Inadequate Storm Water

    Drainage System

    � Increase in Impermeable

    Surface Cover

    944 mm in 24 hrs.944 mm in 24 hrs.On 26On 26thth July 2005July 2005

    Vulnerability of MUMBAI

    To Flooding

  • Urbanisation has increased vulnerability of

    Mumbai to floods

    � Narrowing of banks for housing and slums

    � Reclamation of river beds by industrial units

    � Diversion of course of the river for construction of the

    airport

    � Main river has been forced to turn 900 four times in

    quick succession.

    � Some sections are bunded with walls and

    embankments on both sides.

    � Reclamation of natural ponds

    � Reclamation of mangroves for construction of Bandra –

    Kurla complex.

  • Moraraji Nagar Slum EncroachmentMoraraji Nagar Slum Encroachment

  • Mithi on Kurla Mithi on Kurla –– Saki Naka RoadSaki Naka Road

  • Land use changes have increased

    vulnerability of Mumbai to floods

    Change in land use pattern has led to an increase in

    run off coefficient to almost 1.0

  • Mithi River Flooding Mithi River Flooding –– 2626thth July 2005July 2005

  • Recommendation: Do not obstruct water flow of the

    river

    Initiatives taken since 2006

    �Widening & deepening of Mithi River is almost completed

    �940,406 cubic meters of silt and 492,000 cubic meters of hard rock

    has been excavated from the river bed till 31st March 2011

    �Construction of R.C.C. retaining wall of 7.8 km length on both the

    banks along with 6 to 12 mtr wide service roads.

    �Two weirs have been completed along the river.

    �4922 (residential & non residential) structures have been

    demolished for widening the river, 663 structures remain to be

    demolished

    �Expenditure incurred till 31st March 2011 – 69.8 Million Euros

    �Expected expenditure to complete the remaining work – approx 71

    Million Euros

    �Target date of completion – December 2012

  • SAKINAKASAKINAKA

  • Weir Wall at BamandayaWeir Wall at Bamandaya

  • New Bridge At Kranti Nagar

  • Upstream of Kranti Nagar Bridge

    Before

  • Upstream of Kranti Nagar Bridge

    After

  • BEFORE

  • AFTER

  • Recommendation: Develop Early Warning Systems

    � Installation of 35 automatic

    weather stations at 28 locations

    � Console gives audible alarm

    when the rainfall exceeds 10mm

    in 15 minutes

    � Rainfall data is transmitted every

    15 minutes to the EOC, MCGM

    � Flow Gauges have been installed

    upstream of Mithi River and a

    measuring scale has been marked

    on the existing pier of

    Krantinagar Bridge to indicate the

    level of water in the Mithi river

    and issue warning to the

    population living downstream20

  • KRANTINAGAR

  • FLOODING SPOTS

    CATCHMENT

    BOUNDRY

    IRLA PUMPING

    IRLA NALLA

    IRLA NALLA Br-A

    IRLA NALLA Br-BGARWARE NALLA

    IRLA NALLA Br-C

    Recommendation: Augment the capacity of the storm water drainage system to cater to the increase in runoff

    ABHISHEK NALLA

    Nalla training work

    completed Work under SRA

    development

    FLOODING SPOTS

    1 Milan Subway

    2 VM Road

    3 Near Cooper Hospital

    4 JVPD Area

    5 Near Vile Parle Station

    6 Sahar Road Junction

    1

    2

    3

    4

    5

    6

    Work of training yet to

    start (funded by

    MCGM)

    Work of training under

    progress

    Existing Trained

    KOLE DUNGARI NALLA

  • Pumping Stations

    Storm Water Pumping Station at Irla

    Capacity – 48 Cubic Meter / Second

    No. of Pumps – 8

    Capacity of each pump – 6 Cubic Meter / Second

  • Progress … Inlet channel - Irla

  • Progress … Irla

  • Recommendation: Prepare detailed Contour Maps to

    identify the sub-catchment and low lying areas

    A contour map of Mumbai with 0.2 m interval has been

    completed

  • Recommendations

    � Conserve wet lands

    The reclamation of mangroves

    for construction of the

    Bandra Kurla complex has

    increased the likelihood of

    flooding.

    � Promote recreational

    activities along the banks

    of the river

  • GOALS OF DRMMP

    Recommendation: Preparation of a comprehensive

    Disaster Risk Management Master Plan

  • Policy Recommendations

    �Make flood risk and flood hazard

    assessments an integral part of the

    master planning process

    �Record construction details along with

    the plinth and ground level in a master

    inventory

    �Provide flood-resistant temporary

    shelters

  • Municipal Corporation Of Greater Mumbai

    Thank You

    Making Mumbai a better and safe place to live in…