People talk about Marine Drive and Jogger’s Park, but seldom do you find someone from Mumbai enjoying the tranquility of Worli Sea Face. The stretch that leads to Worli-Bandra Sea Link, and even goes onward to Worli Koliwada, has some interesting things to do and see. Here are some fun yet brilliant things you can do when you visit. And best of all, the Worli Seaface is free and open to all. We suggest you visit early morning or evening to avoid the heat
Location of worly sea face
- Worli sea face located in Mumbai state of maharashtra in indian nation
- mumbai is capital of maharashtra state ,
- mumbai is economic capital of india
- Marina drive is city's top tourist attraction.
Latitude and longitude
- 18.9219 North latitude
- 72.8346 East longitude
- Elevation(or )mean sea level of MUMBAI 5 meter(or )15ft Above sea level
- The Climate of Mumbai may be a tropical, wet and dry climate. Mumbai's climate are often best described as moderately hot with high level of humidity. Its coastal nature and tropical location ensure temperatures don't fluctuate much throughout the year.
- The mean average is 27.2 °C and average precipitation is 242.2 cm (95.35 inches).
- The mean maximum average temperatures is about 32 °C (90 °F) in summer and 30 °C (86 °F)
- in winter, while the average minimums are 25 °C (77 °F) in summer and 18 °C (64 °F) in winter.
- Mumbai experiences three distinct seasons: 1.
- Winter (October to February) winter temperature 15 to twenty degree C Peak Winter Months – Dec to Mid Feb with temperature range 12–19°C; 2.
- Summer (March to May) Avg temperature 30 to 27°C; Peak Summer Months (Mid March to 1 June week), temperature shoots up to 30–40°C with humidity being approx 70–80%.
- 3.Monsoon: (June to September). Peak monsoon months: July & August sometimes with winds and thunderstorms. Temperatures at 24–29°C.
Best visiting Time
- November to march is best visiting time
Local language
- Hindi
- English
- marathi
Mobile Network availability in mumbai
- Bsnl
- Airtel
- Jio
- Idea
- Vodafone
Famous for experiencing giant waves during monsoon season, it attracts locals and tourists alike throughout the year. Worli Sea Face features a number of significant attractions that include the Worli Fort, Haji Ali Dargah and Bandra-Worli Sea Link (Rajiv Gandhi Sea Link).
History
- Northern bridge of BWSL within the foreground seen against the Worli skyline. read from Bandra Fort
- Sunset read of Bandra Worli Sea link from Dadar Chowpatty spanning over Mahim Bay
- Mahim Causeway was the sole road connecting the western suburbs to Mumbai's central city district. This north-southwestern passageway became a bottleneck and was extremely engorged at peak hours. The Western pike project was projected to span the whole western lineation of Bombay to ease congestion. The Bandra–Worli Sea-Link, a bridge over Mahim Bay, was projected because the initial section of this pike system, providing another route to the Mahim Causeway.
- The Mujeeb Acharwala Bridge connects the intersection of the Western specific main road and Hindu Vivekanand Road in Bandra to the Khan Abdul Ghaffar Khan Road in Worli. From Worli Seaface, it connects to Mumbai's blood vessel Annie Besant Road.
- The project was commissioned by the geographical region State Road Development Corporation restricted (MSRDC). The contract for construction was awarded to the Hindustan Construction Company (HCC), with project management diode by the united kingdom offices of Dar Al-Handasah.
- The foundation stone was arranged in 1999 by Bal William Makepeace Thackeray. the first set up calculable the value the value.6 billion (US$93 million) to be completed in 5 years. however the project was subject to varied public interest litigations, with the 5-year delay leading to the value escalating to ₹16 billion (US$220 million),with the extra interest price alone accounting for ₹7 billion (US$98 million).
Planning
- The overall project consisted of 5 elements, shrunk severally to accelerate the general schedule.
- Package I(1): Construction of a flyover over Love Grove junction in Worli
- Package II(2): Construction of a interchange interchange at the intersection of the Western specific main road and S.V. Road in Bandra
- Package III(3): Construction of solid approach road from the interchange to the parcel of land on the Bandra aspect beside a public promenade
- Package IV(4): Construction of the central cable-stayed spans with northern and southern viaducts from Worli to the parcel of land at the Bandra finish
- Package V(5): enhancements to Khan Abdul Gaffar Khan Road
- Package IV was the most section, with the opposite packages providing supporting infrastructure.
Geology
Surveys of the sea bottom below the planned route were conducted before the bridge style commenced. The marine earth science beneath the bridge consists of basalts, volcanic tuffs and breccias with some intertrappean deposits. These square measure overlain by fully weatherworn rocks and residual clay. The strength of those rocks vary from very weak to very robust and their conditions vary from extremely weatherworn and broken, to fresh, huge and intact. The weatherworn rock beds square measure additional overlain by transported soil, carbonate arenaceous rock and skinny bed of coarse grained conglomerate. the highest of those strata square measure overlain by marine soil layer up to 9m thick consisting of dark brown clay silt with some fine sand superimposed weatherworn, dark brown volcanic rock boulders embedded within the silt.
Design
BWSL was designed because the initial cable-stayed bridge to be made in open seas in Asian nation. thanks to the underlying earth science, the pylons have a posh pure mathematics and also the main span over the Bandra channel is one among the longest spans of concrete deck tried. reconciliation these engineering complexities with the aesthetics of the bridge conferred vital challenges for the project.
The construction of the viaducts were the heaviest formed segments to be in-built Asian nation. They were designed employing a span-by-span technique victimization overhead framework through a series of vertical and horizontal curves.
The 20,000 weight unit Bandra-end span of the upper deck is supported by keep cables at intervals a really shut tolerance of deviations in set up and elevation.
The Bandra–Worli ocean Link was the primary infrastructure project in Bombay to use unstable arresters. These can change it to resist earthquakes activity up to seven.0 on the Richter scale.
Foundation and substructure
The construction of the bridge's structure conferred major engineering challenges. These enclosed the extremely variable geotechnical conditions thanks to the underlying marine earth science of the sea bottom. At times, even for set up space of one pile had a extremely uneven foundation bed. additional complications enclosed the presence of a variable seacoast zone, with elements of the muse bed exposed in tide and submerged in high water.
The foundations for the BWSL's cable-stayed bridges comprises one hundred twenty concrete piles of two,000 millimetres (6.6 ft) diameter. Those for the viaducts comprises 484 piles of one,500 millimetres (4.9 ft). These 604 piles were driven between 6m and 34m into the substrate in geotechnical conditions that varied from extremely weatherworn volcanic material to huge high strength rocks.
Pylon tower
BWSL's largest pylon towers square measure 128 m (420 ft) high.
The largest pylons for the bridge comprises diamond formed 128 metres (420 ft) high concrete tower that includes flaring lower legs, convergency higher legs, a unified tower head housing the stays and a unceasingly variable cross section on the peak of tower.
The bridge's pylon towers bit by bit decrease in crosswise with height. they need horizontal grooves each 3m tall, that permissible inserts. Vertical grooves within the circular sections need special type liners, furthermore as need attention for de-shuttering. The tower legs square measure inclined in 2 directions, that conferred challenges in alignment and climb of troopers. Construction joints were permissible at 3m intervals solely.
To build the pylons, Doka of Republic of Austria was commissioned to create a custom automatic climb shutter formwork system, supported their SKE-100 automatic climb shutter system. This was fancied on website and used to execute all tower leg lifts below deck level.
Pre-cast yard
The pre-cast yard was settled on rescued land. The yard catered to casting, storing and handling of 2342 concrete-steel pre-cast segments for the project. The storage capability demand of the yard was concerning 470 formed segments. because the space on the market was restricted, the segments were keep in stacks of up to a few layer
Structure
BWSL consists of dual continuous concrete box beam bridge sections for traffic in every direction. every bridge section, except at the cable-stayed portion, is supported on piers usually spaced fifty metres (160 ft) apart. every section is intended to support four lanes of traffic with break-down lanes and concrete barriers. Sections conjointly offer for service facet-walks on one side. The bridge alignment is outlined with vertical and horizontal curves.
The bridge consists of 3 distinct parts: the north finish span, the central cable-stayed spans and therefore the south finish span. each the viaducts used formed segmental construction. The cable-stayed bridge on the Bandra channel encompasses a 50m-250m-250m-50m span arrangement and on the Worli channel it's a 50m-50m-150m-50m-50m span arrangement.
Northern & Southern viaducts
The viaducts on either facet of the central cable-stayed spans area unit organized in 300-metre (980 ft) units consisting of six continuous spans of fifty metres (160 ft) every. growth joints area unit provided at every finish of the units. The construction and substructure area unit designed in accordance with IRC codes. Specifications adapt to the IRC customary with supplementary specifications covering special things. the muse consists of one.5 metres (4 linear unit eleven in) diameter trained piles (four for every pier) with pile caps. Bridge bearings area unit of disc sort. The standard growth joints for the bridge were provided by Swiss technology firm mageba.
The viaducts were engineered utilising pre-cast, post-tensioned, segmental concrete-steel box beam sections. associate degree overhead gauntry crane with self-launching capability was custom engineered on the location to put the construction of the formed segments. The Pre-Cast segments area unit joined along mistreatment high strength epoxy with nominal pre-stressing at the start. the top segments adjacent to the pier area unit short segments "cast-in-situ joints". Geometrical changes of the span area unit created before primary continuous tendons area unit stressed.
Segment varieties area unit any outlined by the changes within the internet thickness and sort of diaphragms solid in cell. The section weights vary from a hundred and ten to one hundred forty tonnes (110 to one hundred forty long tons; one hundred twenty to one hundred fifty short tons) per section. The section length varies from three,000 to 3,200 mm (9.8 to 10.5 ft). Deck post tensioning is performed at the completion of the erection of every 50-metre (160 ft) bridge span.
Cable-stayed spans
Main cable-stayed span
- The cable-stayed portion of the Bandra channel is 600 metres (2,000 ft) long between growth joints and consists of 2 250-metre cable supported main spans flanked by fifty metres standard approach spans. A centre tower, with associate degree overall height of 128 metres higher than pile cap level, supports the construction by means that of 4 planes of cable keep in an exceedingly semi-harp arrangement. Cable spacing is half-dozen.0 metres on the upper deck.
- The cable-stayed portion of the Worli channel is 250 metres (820 ft) long between growth joints and consists of 1 one hundred fifty metres cable supported main span flanked on both sides by 2 fifty metres standard approach spans. A centre tower, with associate degree overall height of fifty five metres, supports the construction higher than the pile cap level by means that of 4 planes of cable keep in an exceedingly semi-harp arrangement. Cable spacing here is additionally half-dozen.0 metres on the upper deck.
- The construction includes twin formed concrete box girders with a fish belly cross sectional form, clone of the approaches. A typical Pre-Cast section length is three.0 metres with the heaviest construction section approaching one hundred forty tonnes. Balanced cantilever construction is employed for erection the cable supported construction as compared to span-by-span construction for the approaches. for each second section, cable anchorages area unit provided.
- A total of 264 cable stays area unit used at Bandra channel with cable lengths varied from just about eighty five metres to almost 250 metres. The tower is solid unchanged concrete mistreatment the rise kind technique of construction. the tower configuration is associate degree inverted "Y" form with the inclined legs familiarised on the axis of the bridge. Tower cable anchorage recesses area unit achieved by use of fashioned pockets and crosswise and longitudinal bar post-tensioning is provided within the tower head to resist native cable forces.
- A total of one hundred sixty cable stays area unit used at Worli channel with cable lengths varied from just about thirty metres minimum to almost eighty metres most. just like the Bandra channel, the tower here is additionally solid unchanged concrete mistreatment the rise kind technique of construction however the tower configuration is "I" form with the inclined legs. Similarly, tower cable anchorage recesses area unit achieved by use of fashioned pockets.
- The foundations for the most tower comprise 2-metre-drilled shafts of 25-metre length every. pneumatic caisson and tremie seal construction are accustomed construct the six-metre deep foundation within the dry.
Bridge management
- Toll gates of Bandra-Worli ocean link
- Toll assortment
- The Bandra finish of the piece of land has sixteen approach lanes. The piece of land is provided with Associate in Nursing electronic toll assortment system.
- At each ends, the toll assortment choices include:
- Automatic electronic payment system through On-board Units mounted on vehicles for frequent-commuters that alter vehicles to pass while not stopping
- Semi-automatic cash-less electronic payment via a sensible card in unattended lanes
- Manual toll assortment for payment by money, to a toll attendant
- Single Journey Return Journey Day Pass
- Car ₹70 (98¢ US) ₹105 (US$1.50) ₹150 (US$2.10)
- Tempo/LCV₹110 (US$1.50) ₹140 (US$2.00) ₹235 (US$3.30)
- Truck/Bus₹145 (US$2.00)₹185 (US$2.60)₹310 (US$4.30)
Power provide & lighting
The Bandra Worli ocean link main cable span lit up for initial time throughout construction.
An lit Bandra-Worli ocean Link Worli Skyline.
The bridge includes a reliable and redundant power provide, insured by diesel generators and automotive vehicle mains failure panels for crucial hundreds, like observation, police work, emergency instrumentality and communication services together with aviation and obstruction indicators. BWSL solely uses energy saving illumination systems.
Surveillance and Security
An intelligent bridge management system (IBS) provides traffic data, police work, observation and management systems. It contains CCTVs, automatic traffic counters and vehicle arrangement, variable message signs, remote weather data system and emergency telephones. The management centre is found close to the piece of land beside the electronic tolling controls. The system uses fibre-optic cables running the complete span of the BWSL. Toll and advanced traffic management systems were put in.
For traffic social control, the bridge includes facilities for vehicles to drag over once stopped by social control officers or within the event of a breakdown. The bridge uses mobile explosive scanners for vehicles movement on the ocean link.Scans take but twenty seconds for every vehicle with sensors on top of and below the vehicles. Over one hundred eighty cars will be scanned per hour by every scanner.
The pillars and therefore the towers supporting the bridge ar protected by buoys designed to face up to explosions and collisions. These inflated buoys surround every pillar of the ocean link to avoid any injury.
The BWSL is insured by New India Assurance.
The bridge tower and therefore the management centres feature lightning protection, designed to safeguard the bridge observation, communication and power instrumentality from attainable surges.
Accessibility
The BWSL isn't accessible to pedestrians, and wasn't designed for them, in line with the MSRDC's Satish Gavai.machine cycles and machine vehicles ar prohibited furthermore.
Panorama Shot of the Bandra Worli ocean Link (Mumbai)
Criticisms
- The Economic Times criticized the delays and shoddy construction of Bandra–Worli ocean Link. First, value|the value|the price} wasn't the projected ₹3 billion however really cost value billion or concerning twenty third cost. Second, the project was five years delayed.
- The monetary categorical has reportable that even eight years once it had been thrown open, the daily average traffic on the Bandra Worli ocean Link — is smaller than a 3rd of the first estimate. In fact, the rise in revenues over the years — Rs sixty six.62 large integer in 2010–11 to Rs seventy.28 large integer in 2011-12 and to Rs seventy one.04 large integer 2012-13 — has been fairly little Latest statistics show the daily traffic forecast the six-kilometre, preponderantly cable-stayed bridge has born by over Martinmas within the past year, from 45,952 vehicles in 2011–12 to forty,808 in 2012–13. Over four years from 2009 to 2013, the daily vehicle count has born by over 16 PF. High toll is taken into account a serious causative issue to individuals finding the bridge, a less engaging travel possibility. conjointly cursed ar congestion towards Pedder Road for south-bound traffic and new flyovers that move north–south traffic on the jap flank of town, particularly the two.6-km Lalbaug flyover
- There was conjointly criticism directed at the crumbling paved surface on the bridge presently once completion.
- The capability of the bridge is restricted thanks to a bottleneck at the Worli (south) finish of the bridge. whereas the bulk of the four.7 km (2.9 mi) length has four lanes in every direction, the Worli finish has solely 2 lanes for a length of roughly one.2 km (0.75 mi). This results in backlogs for southward traffic, particularly throughout morning peak hours.
How to reach
by air
Chhatrapati Shivaji International landing field, once called Sahar International landing field, is that the primary international landing field serving the metropolis Metropolitan space. it's set regarding thirty klick from local time Station. Domestic landing field is in Vile Parle East. metropolis Chhatrapati Shivaji has a pair of terminals. Terminal one or Domestic Terminal wont to be the recent landing field referred to as Santacruz landing field, some locals area unit still mistreatment this name today. Terminal a pair of or International Terminal replaced the recent terminal a pair of, once called the Sahar landing field. The Santa Cruz Domestic landing field is regarding four.5 kilometres from the international landing field.
By Train Mumbai is incredibly well connected to remainder of Bharat by trains. The Chhatrapati Shivaji Terminus is that the most well liked station in metropolis. Trains to metropolis area unit on the market from all major railway stations in Bharat. Some vital metropolis trains to notice area unit the metropolis Rajdhani, metropolis Duronto, Konkan Kanya specific. However, if you're coming back from alternative central or community railway stations, then you'll reach local time through native transport. metropolis is connected by road that results in all major cities in Bharat
By Road
Mumbai is connected with national highways and expressways . metropolis visit by bus is that the most economical for individual tourists. Government, additionally as non-public buses, operate daily services to the current route. metropolis bus stand is set at the centre of town.
Need any information contact adm wondersindia@gmail.com
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