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    Presentation on

    TRANSPORTATION IN INDIA - CHALLENGES INFUTURE

    By

    Prof. S. L. DhingraTransportation Systems Engineering

    Civil Engineering Department

    Indian Institute of Technology, Bombay

    Organised by

    Research Scholars Forum

    Indian Institute of Technology Bombay

    23rd Oct. 2002, Institute Auditorium

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    Overview

    National Highway Development Projects (NHDP)

    Pradhan Mantri Gram Sadak Yojana (PMGSY)

    Urban Transport Projects

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    National Highways Development Project (NHDP)

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    jGolden Quadrilateral - Comprising NHs Connecting

    Delhi, Mumbai, Chennai, and Kolkata.

    Length - 5,952 Kms

    Year of Completion - 2003

    jNorth-South & East-West Corridor - Comprising NHsConnecting Srinagar to Kanyakumari and Silchar to

    Porbandar.

    Length - 7,300 KmsYear of Completion - 2007

    Total Estimated Cost = Rs.54,000 Crores (at 1999 Prices)

    jGolden Quadrilateral - Comprising NHs Connecting

    Delhi, Mumbai, Chennai, and Kolkata.

    Length - 5,952 Kms

    Year of Completion - 2003

    jNorth-South & East-West Corridor - Comprising NHsConnecting Srinagar to Kanyakumari and Silchar to

    Porbandar.

    Length - 7,300 KmsYear of Completion - 2007

    Total Estimated Cost = Rs.54,000 Crores (at 1999 Prices)

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    Mumbai--Pune Expressway

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    Mumbai--Pune Expressway Map

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    Environment Protection

    All conditions for environment are followed.

    One thousand trees trans planted.

    Extensive tree plantation , and median verge

    plantation plant. Separate dumping area is acquired for surplus

    material.

    Separate land is acquired forlabour camp.

    Provision of recycling material and used forwork.

    Provision for additionallead for transport of

    surplus material.

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    Special item to use surplus rock gabbian, rock

    embankment.

    Murum from adjoining land and dumping blackcotton soil from road creation of new fertile

    agriculture land.

    Rain water drainage .

    Terracing to quarry area.

    Continued

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    Social Problem

    Tendency of villagers to cross expressway, use

    of cycles & two wheelers in spite the provision of

    cart track & pedestrians crossing

    Tendency to overtake wrong side over speeding

    Observing no lane discipline

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    Advantages of the Expressway

    Time savings - Mumbai-Pune distance will be coveredin 2 hours as against 4 to 6 hours in the presentsituation

    Estimated fuel and other savings to the extent ofRs.500 crores per year

    Reduction in environmental pollution due to vehiclesrunning at rated capacity and less fuel consumption

    Reduction in Accidents

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    Reduction in Accidents

    Savings in travel time

    Saving in fuel

    Fast crossing of Khandala Ghat

    Economic development through speedy traffic

    Reduction in pollution

    Continued

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    Pradhan Mantri Gram Sadak Yojana

    Aiming for Rural Transformation

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    Only 48 % of villages are connected by all-weather roads.

    Nearly 50 % of villages lack proper connectivity.

    Proper rural road connectivity is a must for development. Why ?

    Benefits economic, social, political etc.

    Rural people can have easy access to

    Trade

    Education

    Health

    Employment

    Current Scenario & need for

    providing road connectivity: the PMGSY Approach

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    The Highlights of PMGSY

    (Pradhan Mantri Gram Sadak Yojana)

    Investment of Rs. 60,000 Crore

    Road Connectivity (All-weather roads) Goals:

    - villages with population of more than 1000 (by 2003).

    - villages with population more than 500 (by 2007).

    Nearly 1,00,000 villages to be covered.

    Around 30 Crore (300 Million) people would be benefited.

    10 Crore (100 Million) people expected to cross poverty line

    Hence, there is a need to plan for optimal rural road

    networks to achieve the objectives of integrated rural

    development.

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    Urban Transport Projects

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    Flyovers

    Bandra-Worli sea link

    Western Freeway link/

    Hajiali-Wilson college viaduct

    Metro System (TCS Study) Elevated Railway System (by E. Sreedharan)

    MUTP II (MRVC Study)

    Mass Transit System (by MMRDA)

    Thane MRTS

    Sky Bus

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    Mumbai : high traffic density , high traffic

    congestion.

    Whether we need flyovers?Whether we need flyovers?

    Geographical Layout : only N-S flow and very

    heavy traffic

    Consequent delays - city entry & exit

    Necessity of improving speeds on N-S Corridors

    Need to quickly reach starting points of proposed

    Expressways to Pune, Nashik & Ahmedabad

    from city centre

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    Flyovers on the 3 Main Routes

    1. Western Express Highway (WEH)

    2. Eastern Express Highway (EEH)

    3. Sion-Panvel Express Way

    City Central Corridor developed by appropriate flyovers

    Elevated Road from J.J. Hospital to Crawford Market

    City Western Corridor-Flyovers on SB Marg

    Estimated cost is Rs. 1550 crores

    Of these 50 flyovers, 29 have been completed.

    Project FeaturesProject Features

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    Air Pollution in Mumbai

    Sectorwise distribution of Pollution:Transport 64%

    Power 4%Domestic 15%Industrial 17%

    Ambient Air Quality at Mahim Junction:

    8090 107Nox

    2001144 3170SPM

    8043 120SO2

    Limits(microgm/Nm3)

    Observed(microgm/Nm3)

    Item

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    Link connects Western Expressway at MahimLink connects Western Expressway at Mahim

    junction to Khan Abdul Gaffar Khan Roadjunction to Khan Abdul Gaffar Khan Road

    Bridge length: 4 kmBridge length: 4 km (0.5 main + 3.5 approach bridge)(0.5 main + 3.5 approach bridge)

    Solid approach road at Bandra: 1.8 kmSolid approach road at Bandra: 1.8 km (including(including

    toll plaza)toll plaza)

    CarriagewayCarriageway -- 8 lanes8 lanes

    Cable stayed bridge of 500m length on single pylonCable stayed bridge of 500m length on single pylon

    Salient Features:Salient Features:

    ContCont

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    Viewers gallery at the top of central pylon atViewers gallery at the top of central pylon at

    150m height with access via capsule lift from150m height with access via capsule lift frompile cappile cap

    Advanced Traffic control and surveillanceAdvanced Traffic control and surveillance

    systemsystem Estimated basic cost: Rs 650 croresEstimated basic cost: Rs 650 crores

    Link proposed to be extended to Nariman PointLink proposed to be extended to Nariman Point

    A minimum clearance of 20 meters will beA minimum clearance of 20 meters will beprovided for main spans for marine trafficprovided for main spans for marine traffic

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    Fuel savings worth Rs. 100 crores per annumFuel savings worth Rs. 100 crores per annum

    Savings in travel time upto 20Savings in travel time upto 20 -- 30 minutes30 minutes

    Reduction in air, noise & sound pollutionReduction in air, noise & sound pollution

    Reduction of Nox by 43% & CO by more than 75%Reduction of Nox by 43% & CO by more than 75%No adverse effect on tides, fisheries and livelihood ofNo adverse effect on tides, fisheries and livelihood of

    fishermenfishermen

    Ease in driving with reduced mental tension andEase in driving with reduced mental tension and

    overall improvement in the quality of life.overall improvement in the quality of life.Reduced accidents.Reduced accidents.

    Techno Economic FeasibilityTechno Economic Feasibility

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    Existing Situation: Distance from Lovegrove Jn to Mahim Junction = 7.7 km

    Traffic Signals = 23 Nos Travel time:

    Morning peak hour = 35 min

    Evening peak hour = 38 min

    Average Journey Speed = 13 kmph

    Savings due to Sea Link Direct Cost savings = Rs 14.11 per car

    (fuel, tyre,wear & tear, lubricants,etc) Travel time savings = 29 min per car

    Time value @ Rs 100/hr = Rs 48.43 /car

    Hence, total savings = Rs 62.59 /car

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    GPOGPO

    sewrisewri

    CSTCST

    MPTMPT

    BandraBandra

    WorliWorli

    Wadala

    WESTERNWESTERN

    FREE WAYFREE WAY

    SEA LINKSEA LINK

    BANDRABANDRAWORLIWORLI

    SEA LINKSEA LINK

    Hutatma ChowkHutatma Chowk

    Gateway of IndiaGateway of India

    Senapati Bapat MargSenapati Bapat Marg

    Savarkar MargSavarkar Marg

    Ambedkar MargAmbedkar Marg

    Western railWestern rail

    Central railCentral rail

    Harbour railHarbour rail

    Rafi Ahmed Kidwai MargsRafi Ahmed Kidwai Margs

    The Fourth CorridorThe Fourth Corridor

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    Attributes

    Bridge spans to be provided withBridge spans to be provided with adequate verticaladequate vertical

    and Horizontal clearanceand Horizontal clearance

    EcoEco--friendly Sea linkfriendly Sea link -- no effect on tidal conditionsno effect on tidal conditions

    Cable stayed bridges and viaductsCable stayed bridges and viaducts

    -- Improve aesthetics of the coastal areaImprove aesthetics of the coastal area

    -- No Visual Intrusion from sea shoreNo Visual Intrusion from sea shore

    Modern Traffic Surveillance SystemModern Traffic Surveillance System

    Minimum land reclamation, only near approachesMinimum land reclamation, only near approaches

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    Benefits

    Vehicular pollution will be reducedVehicular pollution will be reduced

    Overall Improvement in environmentOverall Improvement in environment

    Reduction in PollutionReduction in Pollution

    Reduction in AccidentsReduction in Accidents

    Improvement in the existing transport systemImprovement in the existing transport system

    and living conditionsand living conditions

    Traffic will be dispersedTraffic will be dispersed

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    To reduce the surface traffic.

    To cater to the increase in traffic due to

    the emergence of Worli as business andindustrial center.

    To decrease the level of pollution.

    To reduce the heavy load on local

    railways and buses.

    Why do we need metro system?

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    Salient Features:Location (7th corridor) Colaba to Kurla

    Length 22.4 Kms

    Average number of commuters per 24,20,000day on a weekdays

    Travel time 39 min.

    Number of intermediate stations 24

    Peak hour demand 50,689Drainage will be taken care by sumps and automatic

    pumps.

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    Value and life of assets under major heads or groups

    NOTE : N.A. denotes Not Applicable.

    Sr.

    No.

    Major Head or Group Cost

    Crores

    Life in

    Years

    1.

    2.

    3.

    4.

    5.

    6.

    7.

    8.

    9.

    10.

    11.

    12.

    13.

    14.

    15.

    16.

    17.

    DPR

    Land

    Running Tunnels

    Other Underground Cavities

    Miscellaneous works in

    Tunnels

    Carshed Works

    Cut and Cover construction

    Administrative Office

    Building

    Ballastless Tracks

    Residential quarters

    Temporary track connection

    Power supply

    Electrical equipments

    S & T equipments

    Rolling stock

    General charges

    Contingencies

    50.00

    500.00

    1177.05

    633.77

    344.09

    114.42

    242.60

    20.00

    46.51

    27.00

    25.00

    89.60

    1045.95

    366.87

    1950.00

    554.40

    216.22

    N.A.

    Infinite

    100

    100

    100

    50

    50

    50

    15

    50

    50

    40

    20

    15

    30

    N.A.

    N.A.

    Total 7423.48

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    S. No. Main HeadAmount(Rs. Crores)

    1.

    2.

    3.

    4.5.

    6.

    7.

    8.

    Preliminary expenses

    Land and right of way

    Structural engineering works

    Power supply and electrical equipmentsSignaling and telecom equipments

    (including automatic fare collection and checking

    system)

    Rolling stock

    Total

    Add general charges, (supervision and direction) @8.33%

    Total

    Add contingencies

    Total

    50.00

    500.00

    2650.44

    1135.55366.87

    1950.00

    6652.86

    554.40

    7207.26

    216.22

    7423.48

    Abstract estimate for 7th corridor

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    MRVCMRVC

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    Components

    Increase in corridors

    Longer (12 rake) EMUs

    Station area improvement schemes Removal of level crossings

    The resettlement and relocation of theproject affected persons and structures

    all along Central and Western Railwaycorridors and the Harbour Line

    Total cost of the project is 5618.36 crores.

    To

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    To

    Kasara

    To Karjat/ Khopoli

    Kalyan

    Diva Jn.

    THANE

    Kurla

    Belapur

    Panvel

    To Karjat

    To Roha

    Virar

    Andheri

    Santacru

    z

    DADAR

    BANDRA

    Mumba

    i

    Central

    Churchgate

    Mumbai CST

    To Dahanu

    Rd.

    Turbhe

    CENTRAL RAILWAY

    LOCAL LINE

    THROUGH LINE

    HARBOUR LINE

    OTHER LINES

    WESTERN RAILWAY

    LOCAL LINE

    THROUGH LINE

    5TH LINE

    Vasai

    Rd.

    Wadala Rd.

    Borivali

    Vashi Nerul

    Uran

    Mumbai Suburban System MapMumbai Suburban System Map

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    Benefits

    Increase in capacity by about 35%

    Higher frequency of train services duringpeak hours

    Reduction in journey time

    Improvement in the flow of passengers andvehicles in and selected stations

    Rail ProjectRail Project

    Cont

    Cont

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    NonNon--Rail ProjectsRail Projects

    Reduction in traffic congestion, increase invehicular speeds and reduction in delays

    Increased carrying capacity for bus usersSafe and smooth flow of vehicular and

    pedestrian traffic

    Minimizing delays and accidents

    Improved environment through reduction inair pollution

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    Comparison between different modes of transport

    In terms of land usage railway is 24 times moreefficient than road.

    Railway transport are 6 times more energy

    efficient than road transport.

    Bus travel is 5 times more costlier than

    railways.

    Road traffic is a major source of air pollution

    and noise pollution.Bus takes about 50% more time during peak

    hours as compared to rail.

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    MMRDAMMRDA

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    MTS Alignment C

    C1 CST to Mahalaxmi

    C2 Mahalaxmi to Bandra

    C3 Bandra to Andheri station

    C4 Andheri to Charkop village

    C5 Andheri station to Ghatkopar

    C6 Mulund to Sahar Airport

    Alignment C is split into following 6 sectionsAlignment C is split into following 6 sections

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    Salient Features

    Maximum link flow is 51,000 per direction

    per hour.

    Network length is 57 km.

    Elevated section 45 km

    Underground section 12 km

    Total cost is Rs 118,885 million.

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    Andheri-Ghatkopar Alignment

    LengthLength -- 9 km9 km

    Elevated sectionElevated section -- 8.1 km8.1 km

    Underground sectionUnderground section 0.9 km0.9 km

    Investment costInvestment cost -- Rs. 820 croresRs. 820 crores

    Operating costOperating cost -- Rs. 31 croresRs. 31 crores

    Peak hour ridership passengersPeak hour ridership passengers 40,00040,000

    Investment cost Rs. Per pass kmInvestment cost Rs. Per pass km 40,09140,091

    Output passOutput pass--km per million Rupeeskm per million Rupees 24.9424.94

    Economic internal rate of returnEconomic internal rate of return 11.14%11.14%

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    Thane is one of the fastest growing cities. Thecity, spread over an area of 128 sq.km. has apopulation of 15.5 lakhs.

    High travel demand.

    Population doubling every decade.

    City expected to hit 30 lakhs by 2031.

    Development has increased the traffictremendously.

    Need:Need:

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    An MRTS that is.

    ConvenientConvenient

    ComfortableComfortable

    FastFast

    Environment friendly duringEnvironment friendly during

    construction and operationconstruction and operation

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    Existing Traffic Scenario

    T

    raffic Volumes at entry/ exit toT

    hane City LBS Marg - 31758 PCUs

    Eastern Expressway - 53481 PCUs

    Modal Split in Thane

    IPT

    Car

    Bus

    2-WCycle

    Bus & IPT together cater to about 65% trips

    (30.46 %)(33.28 %)

    (12.75 %)(8.15 %) (15.36 %)

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    30m wide circular MRTS corridor proposed through major

    work and industrial area

    Total Route Length - 21 kmElevated - 12.25 kmSurface Level - 8.75 km

    Total stations - Eleven (11)On ground - 8Elevated Stations - 3

    Estimated Project Cost: Rs 1000 crores

    Modern Traffic Management & Surveillance Systems

    Environmentally better system

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    Cross-sectional view of Sky Bus

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    Salient Features of Sky BusSalient Features of Sky Bus

    Maximum traffic carrying capacity: 15000 pphpd

    can be upgraded to 30000 pphpd.

    Dimension of Sky Bus (L*W*H): 8*2.8*2.4Capacity of Sky Bus: 250 passenger

    Maximum permissible speed: 100 Kmph

    Acceleration: 1.3 m/sec2

    Minimum clearance above road level: 6 meters

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    Proposed route of Sky Bus

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    Meeting the demand

    Reducing the demand

    East west corridors

    Worli area Rail connection

    Colaba area Rail connection

    Churchgate-CST connection Integration of these systems to meet the total

    travel demand

    To Summarize

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