THE DELHI METRO PROJECT - Presented by: Anshul Chaudhary Meenu Francis Rishav Raj Sashi Ranjan
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DELHI AND THE NEED FOR AN MRTS The capital city observes a phenomenal growth in population, being about 13.8 million today About 11.7 million transit trips per day 62%- public transport 99% road based 1% rail based
STUDIES FOR THE METRO 1989: Rail India Technical and economic Services (RITES), commissioned by the State Government of Delhi and the Central Government of India, conducted feasibility studies Recommended a rail- based system comprising of underground, elevated and surface corridors of 198.5 kms
ADVANTAGES OF A RAIL-BASED SYSTEM High carrying capacity Non-polluting and environment friendly Utilizes only one-fifth energy per passenger km compared to road transport Use less space for carrying same amount of traffic Fast, reliable, safe and comfortable for the commuters
THE DELHI METRO RAIL CORPORATION DMRC was registered in May 1995 Equal equity participation by Central Government and Delhi State Government
FUNDING 28%- Equity Contributions by Central and State Governments 60%- Japanese Govt. 7%- Property Development 5%- Interest free Subordinate loan
THE COMPLETED PHASE Construction began on 1st October 1998 Phase 1 consisting of three lines and 65.10 km is fully operational Line 1: - Opened in 3 stages - 8.5 kms between Shahdara – Tis Hazari inaugurated by the Prime Minister of India on 24th December 2002. - 4.7 kms between Tis – Hazari and Inderlok 0n 3rd October 2003. - 8.8 kms Inderlok- Rithala section on 31st march, 2004
Line 2: - Underground Corridor - First section between Vishwavidyalaya and Kashmere Gate, covering 4 kms inaugurated by Dr. Manmohan Singh on 19th December, 2004 - Second section between Kashmere Gate and Central Secretariat, was inaugurated by Mrs. Sonia Gandhi, on 2nd July 2005 -Kashmere Gate and Rajiv Chowk are interchange stations
Line 3: - Dr. Manmohan Singh inaugurated the Barakhamba road – Dwaraka on 30th December 2005 -on 31st December, 2006 6.4 kms and 6 stations were added with extension of line into Dwaraka sub city - on 11th November, 2006 2.81 km extension linking Barakhamba Road with Indraprastha completed
Plan of Phase 2
Metro Timings The trains start at 6 am and run till almost 11 pm in the night. The trains on the elevated section between Shahdara and Rithala cover a distance of 22.8 Kms in about 39 minutes. The frequency of train services in the elevated section varies from 4 minutes during peak hours upto 12 minutes during non peak hours.
On the Underground section the train frequency varies from 8 minutes at peak time upto 12 minutes in non peak hours. The 11 Kms Underground section between Vishwavidyalaya and Central Secretariat is covered in 18 minutes 30 seconds approximately. Line III (Barakhamba - Dwarka Sector 9) cover a distance of 29.29 Kms. The frequency varies 8 minutes at peak hours and 12 minutes in non peak hours. The 29.29 Kms section between Barakhamba - Dwarka Sector 9 section is covered in 55 minutes 30 seconds approximately.
SYSTEM PARAMETERS
TRACTION - Lines 1,2 and have 25 KV Ac traction line - Line 2 and underground portion of line 3 are provided with 25 KV rigid catenary system - Line 1 and elevated section of line 3 use flexible catenaries
ROLLING STOCK The Metro rolling stock is being manufactured by a consortium comprising ROTEM (formerly KOROS), Mitsubishi Corporation, and Mitsubishi Electric Corporation. The trains were initially built in Korea and imported. Now assembly work has begun at an Indian facility by Bharat Earth Movers Limited and we are moving gradually towards a 100% indigenous construction.
- 3.2 mtrs light weight modern state-of-the-art coaches with 8 cars train formation -Stainless steel shells - 3 phase motors - chevron rubber/ air bag suspension system and regenerative system
SIGNALLING - Continuous automatic signaling with automatic train supervision and protection - Underground Line 2 is equipped with Automatic Train Operation system (ATO), being introduced for the first time in India
TELECOMMUNICATION - State-of-the-art fibre optic Transmission System - Close Circuit Television for underground Line No. 2 and for curved platforms in Line No. 1 - Master clock -Centralised Public Address System and Public Information Display System
TRACK STRUCTURE Built on broad gauge with 60kg Head Hardened rails and Vossloh fastenings without ballast
FARE COLLECTION - Fully automatic Ticketing System - Passengers can use smart cards and contact-less tokens - tokens are for single journey while smart cards are for multiple journeys -Stored Value cards available in denominations of Rs 100, Rs. 200, Rs. 500 -Tourist cards are for unlimited travel over short period of time like 1 or 3 days. -Maximum Fare: Rs. 22/- -Minimum Fare: Rs. 6/- -Automatic flap type ticket gates installed
Other Resources Park and Ride facilities have been provided for private vehicle owners Special feeder buses are also provided World Class Safety Standards have been ensured at all stations and on train. All geared to evacuate passengers within 5.5 mts from elevated stations and 4 mts from underground stations Operational Control Center ensures that if a train breaks down others will stop at a safe distance automatically
Trains and all underground stations have been air conditioned and tunnels ventilated Train frequency of 3mts during peak hours to carry 60,000-75,000 passengers per hour each way Maintenance Depots at Shastri Park, Khyber Pass and Najafgarh Gradual Indigenisation: After initially importing the coaches, they are presently being made by Bharath Earth Movers Ltd.(BEML), Bangalore
All stations have ATMs, food outlets, coffee shops, newspaper vendors etc. In addition, the areas around the stations have been given in lease for development of supermarkets, commercial establishments and office buildings which would act as additional revenue source.
A MARVEL OF INNOVATIVE CONSTRUCTION
THE HIGH TECH UNDERGROUND PROGRESS U/G section developed with the latest International Technology Has 10 stations Maintenance depot along with coach stabilising facilities developed at Khyber Pass area Rock TBMs used for boring Quartzite rock sections EPBM for boring softer soil NATM also used
THE YAMUNA BRIDGE Completed on 2nd February 2001 in just 30 months Special technique - Incremental Launching 553 metres long and continuous Single pre-stressed box girder No joints and smoother journey
BALLASTLESS TRACKS Used on elevated viaduct and underground corridor Minimised track maintenance Reduce running dimensions on structures Minimal vibrations Greater riding comfort Higher safety
SPECIAL FEATURES OF UNDERGROUND METRO Air conditioned Extremely Modern Train Operations and Signalling Systems with ATO Lifts and escalators at all stations Carrying capacity of lifts - 13 persons Close Circuit Television coverage Mobile connectivity at all stations and inside train
ELEVATED SECTION Built on single piers General height – 10 meters Segmental construction technique
TECHNOLOGICAL EXTRA DOSE India’s first extra dosed bridge near Pragati Maidan Main span 93 metres long and no piers to support Total length – 196.3 metres Radius of curvature – 302 metres as required
FUTURE PLANS Airport link through a 19.5 km long corridor, total journey taking about only 16 mts. Check-in facilities will be available at the stations Connecting the outskirts to the main city.
Metros in other Indian Cities DMRC has prepared detailed reports for Bangalore, Hyderabad, Mumbai, Ahmedabad, Kolkatta and Kochi metros The State Govt of Tamil Nadu has approached DMRC for a detailed project report for the Chennai Metro
Thank You
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