extension of runway at 24 beginning, expansion of...

Extension of Runway at 24 Beginning, Expansion of Apron Suitable for D type of Aircraft and other associated works at Swami Vivekananda Airport Raipur

Airports Authority of India 1

Table of Contents

Chapter Details Page

Contents 1

Chapter 1 Swami Vivekananda Airport at Raipur

1.1 Present Status & Facilities at Airport 4

1.2 Location Details of Swami Vivekananda Airport 4

1.3 Existing New Terminal Building of Swami Vivekananda Airport 4

1.4 Power Requirement for Existing Airport 4

1.5 Central Air Conditioning and MBS 7

1.6 Fire Fighting Facilities at Existing Airport 7

Chapter 2 Water Supply, Sewerage and Drainage

2.1 Water Supply System at Existing Airport 9

2.2 Total Water Requirement 9

2.3 Sources of Water 10

2.4 Sewerage Treatment and Disposal 10

2.5 Sewage Treatment Plant 10

2.5.1 Design Details of STP - MBBR Technology 10

2.5.2 Process Description of STP 11

2.5.3 Treatment Detail of STP 15

2.6 Rain Water Harvesting 16

Chapter 3 Solid Waste Management

3.1 Solid Waste Generation 18

3.2 Solid Waste Management 18

Chapter 4 Proposed Extension at Swami Vivekananda Airport

4.1 Proposed Extension at the Airport 20

4.2 Scope of Work for Extension of Airport 20

4.3 Land Required for Proposed Extension 22

4.4 Justification of Proposed Extension 22

4.5 Past Passengers and Future Passengers Projections 23

4.6 Contour Plan for Existing Airport and Proposed Extension 24



Chapter Details Page

4.7 Master Plan for Proposed Extension 24

4.8 Filling Required for Proposed Extension 27

4.9 Funnel Area for Airport 27

4.10 Construction Materials Requirement for Proposed Extension 27

4.11 Project Cost 27

List of Tables

Table Details Page

Table 2.1 Water Supply System for Existing Airport 9

Table 4.1 Past Traffic and Future Passengers Projections 23

Table 4.2 Construction Materials Requirement for Proposed Extension 27

List of Figures

Figure Details Page

Figure 1.1 Location of Swami Vivekanand Airport on SOI Toposheet 5

Figure 1.2 Location of Swami Vivekanand Airport on Google Map 6

Figure 4.1 Contour Plan for Existing Runway and Proposed Extension of the Airport

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Figure 4.2 Master Plan Showing Proposed Extension of the Swami Vivekananda Airport

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Figure 4.3 Take off and Landing Funnel Area 28



Chapter 1

Swami Vivekananda Airport at Raipur



Chapter 1

Swami Vivekananda Airport at Raipur

1.1 Present Status & Facilities at Airport Swami Vivekananda Airport at Raipur is the operational airport in Chhattisgarh State, belonging to Airports Authority of India. Presently, the Airport is having runway 06/24 of dimension 2286 m x 45 m, with PCN 50/F/B./W/T suitable for A-320 type of aircraft.

1.2 Location Details of Swami Vivekananda Airport The total area of the existing airport is 287.648 ha. The airport is located near Mana and Barauda village, 12 km south of Raipur city between the old city and Naya Raipur. The geographical coordinates of the airport are 21° 10' 49.15" North and 81° 44' 24.99" East. The location of existing airport on survey of India Toposheet and Google Map is shown in Figures 1.1 and 1.2, respectively.

1.3 Existing New Terminal Building of Swami Vivekananda Airport The existing terminal building is located on 14000 sqm plinth area (ground floor) with 4500 sqm first floor. The service block covers 2070 sqm area. Space for restaurants and refreshment zone is 850 sqm. The passenger capacity of terminal building is 500 domestic passengers and 200 international passengers. The parking facilities have been provided for 28 VIP cars, general parking for 350 cars, 150 cars and 10 buses. The area details for new terminal buildings are as give below:

Sn Details Area

1. Ground Floor Area 14000sqm

2. First Floor Area 4500sqm

Total Area 18500sqm

1.4 Power Requirement for Existing Airport

Total power requirement is estimated as 1500 kW which is met through Chhattisgarh State Electricity Board (CSEB) power supply. For the power back-up, 4 DG sets of 750 KVA capacity each and two DG sets of 320 kVA capacity each have been installed at the airport, which are operated in the event of grid power failure.



Figure 1.1: Location of Swami Vivekanand Airport on SOI Toposheet



Figure 1.2: Location of Swami Vivekananda Airport on Google Map



1.5 Central Air Conditioning and MBS At the existing airport, three water based screw chillers of 300 TR capacity each have been installed to meet the central air conditioning requirement. Building Management System (BMS) has been adopted at the airport.

1.6 Fire Fighting Facilities at Existing Airport At the existing airport, the following fire fighting facilities has been provided:

Fire Alarm and Detection System (By Honeywell)

Fire Fighting and Sprinkler System At the existing airport, the following fire fighting systems are available as per statutory requirements.

Hydrant System: (a) Main Pump (b) Jockey Pump

2850 LPM 70 m head Electrical Driven 250 LPM 70 m head Electrically Driven

Sprinkler System: (a) Main Pump (b) Jockey Pump

2850 LPM 70 m head Electrically Driven 250 LPM 70 m head Electrically Driven

Stand by Pump 2850 LPM 70 m head Driven by 105 BHP Diesel Engine

Water Storage 1,00,000 Litres For Hydrant 1,00,000 Litres For Sprinkler

Fire Hydrant: (a) Around Terminal Building (b) Inside Terminal Building (c) Service Block

20 nos. 19 nos. 03 nos.



Chapter 2

Water Supply, Sewerage and Drainage

Pre feasibility Report for Extension of Runway at 24 Beginning, Expansion of Apron Suitable for D type of Aircraft and other associated works at Swami Vivekananda Airport Raipur

Airports Authority of India

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Chapter 2

Water Supply, Sewerage and Drainage

2.1 Water Supply System at Existing Airport At the existing Swami Vivekananda Airport, details of water supply are as given in Table 2.1:

Table 2.1: Water Supply System for Existing Airport

Water Supply System (Pressurized)

Water Pumps for: (a) Domestic purpose (b) Flushing Purpose

250 LPM at 30 m head (1+1) 450 LPM at 40 m head (2+1)

Filter Feed Pump 460 LPM 30 m head (2+1)

Soft Water 675 LPM 20 m head (1+1)

Softener Feed Pump 220 LPM @ 30 m head (2+1)

Chlorinator 500 l tank with 0-15 LPH flow rate

Water Softener From 400 PPM to ˂ 5 PPM, 13200 LPH With 12 hour regeneration period

Total Storage: (a) Raw water (b) Filter water (c) Soft water (d) Water for Fire Fighting

12 Lacs Litres 2 Tanks of 2 Lacs Litres Capacity each 2 Tanks of 2 Lacs Litres Capacity each 1 Tank of 2 Lacs Litres Capacity 2 Tanks of Lac Litres Capacity

Garden Hydrant Pump 500 LPM @ 35 m Head (2+1)

Water Filter (Dual Media Filter) 27600 LPM, Filtration Rate 18-20 m³/m²/hr.

2.2 Total Water Requirement Total water requirement for the Swami Vivekananda Airport is estimated as 430 kld, which includes 100 kld water for HVAC, 50 kld for CFT and 280 kld for domestic purposes.



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2.3 Sources of Water Water requirement is met through tube wells already available at the Swami Vivekananda Airport.

2.4 Sewerage Treatment and Disposal At the existing airport, Moving Bed Biofilm Reactor (MBBR) type sewage treatment plant (STP) of 200 kld capacity has been installed to treat the sewage generated from the airport. Treated waste water from STP is utilised for landscaping and green belt development.

2.5 Sewage Treatment Plant

Sewage generated from the airport is treated in well designed Sewage Treatment Plant (STP). Moving Bed Biofilm Reactor (MBBR) type sewage treatment plant of 200 KLD capacity has been installed at the airport. Design parameters for the STP are given below:

Sl. Parameters Inlet Outlet

1. BOD 300 mg/l Less than 20 mg/l

2. COD 400 mg/l Less than 150 mg/l

3. Oil & Grease 50 mg/l Less than 10 mg/l

4. TSS 200 mg/l Less than 50 mg/l

5. PH 6.5-8.5 mg/l 6.5-8.5 mg/l

2.5.1 Design Details of STP - MBBR Technology Advanced technology of Fixed Film biological processes having large surface area for bio-mass to grow have been used in the past to reduce both the reactor volumes as well retention times. Further developments in this field have led to development of Moving bed Technology in which the Moving Bed media are made of small plastic materials which are freely moving and non-clogging type. The basic idea behind the Moving Bed Reactor development is to have a continuous operating non-clogging bio film reactor which requires (1) no back-washing, (2) has low head loss and (3) high specific bio film surface area. This is achieved by having the biomass to grow on small carrier elements that move along with the water in the reactor.



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The movement within the reactor is generated by aeration in the aerobic reactor. These bio-film carriers are made of special grade plastic having density close to that of water. Apart from making the plant compact, the moving bed reactor employing fixed film principle of the attached growth process makes the plant more user- friendly because it does not require sludge recycle. The absence of sludge recycle frees the operator from the enormous task of measurement and monitoring MLSS levels in the tank and adjusting recycle ratios continuously, due to fluctuating inlet COD loads. Due to fixed film nature these plants can accept shock loads much better than those employed for suspended growth process. Moving Bed Reactors are generally tall (6 m and above) thereby reducing the cross-sectional area further. As a rule of thumb the bio-reactor can be accommodated in only 10% area that is required for conventional aeration tanks. One more attraction of this technology is that it produces much smaller quantity of sludge and what is more, this sludge requires no further treatment such as digestion, due to the fact that it produces digested sludge which does not smell like that in conventional plant.

2.5.2 Process Description of STP

A. Pre-Treatment The raw sewage is passed through a bar screen for removal of floating matter. Removal of such floating / coarse matter is essential because it can otherwise choke pipelines /pumps, etc, and hinders the normal operation of the treatment plant. The screens are made of mild steel bars, placed at equal intervals. The raw sewage is passed through the screens, wherein the floating matter, any large particles are trapped in the bars. The inclination of bars is kept such that manual raking becomes easy. Before the sewage is collected in the equalisation tank the sewage is passed through oil & grease removal chamber also, where free floating oil & grease present in the raw sewage is trapped and collected.

B. Equalization Tank Clarifiers and mechanized secondary treatment are more efficient under uniform flow conditions. Equalization basin is used for temporary storage of diurnal or wet-weather



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flow peaks. Basins provide a place to temporarily hold incoming sewage during plant maintenance and a means of diluting and distributing batch discharges of toxic or high-strength waste which might otherwise inhibit biological secondary treatment. Flow equalization basin is variable discharge control, typically include provisions for bypass and cleaning, and may also include aerators. Cleaning may be easier if the basin is downstream of screening and grit removal. From equalisation tank the sewage is .pumped in to the biological reactors on average flow basis through pumps.

C. Grit Removal Pre-treatment may include a grit channel or chamber, where the velocity of the incoming wastewater is adjusted to allow the settlement of sand, grit, stones, and broken glass. These particles are removed because they may damage pumps and other equipment. For small sanitary sewer systems, the grit chambers may not be necessary, but grit removal is desirable at larger plants. Grit chambers come in 3 types: horizontal grit chambers, aerated grit chambers and vortex grit chambers.

D. Biological Treatment The main pollutants in the raw sewage are represented in the form of Bio- chemical Oxygen Demand (BOD) and Chemical Oxygen Demand (COD). The ammonical nitrogen, nitrate nitrogen and phosphorous present also represent as polluting substances. The bacterial ability to synthesize the organic matter to harmless end products like carbon di-oxide and water molecules are utilized to treat the raw sewage. The bio-reactions are carried out in controlled environment in the bio-reactor. The bio-reactor comprises of a tank, fitted with aeration grid. The bacterial activity needs dissolved oxygen, to synthesize the organic matter. This is supplied by passing air in the form of small bubbles. The air is passed at the bottom of the tank, so that complete volume of tank is utilized. Oxygen dissolves in liquid, which can now be used by the bacteria. The bacterial population is present on the media, which forms an integral part of the reactor system. The media is made of small polypropylene elements. Millions of such pieces are present in the reactor. A very large surface area is available for the bacterial population to grow. The bacteria grow on the plastic media, by using the organic content in the raw sewage, and the dissolved oxygen available. Due to constant aeration, the media is set in whirling motion, so that continuous mixing takes place.



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The bacterial layer growth on the media surface increases to a certain extent, and then gets sloughed off after a specific period. This phenomenon is called sloughing. This creates new surface for further bacterial growth. Sloughing takes place only after complete growth and subsequent dyeing - off of the bacterial layer and hence the sloughed off material is completely digested. Ammonical nitrogen is completely converted into nitrate nitrogen, in the bacterial synthesis. About 50 - 60% of the phosphates are also assimilated in the organic synthesis. Nitrogen and phosphorous are utilized as micronutrients in the bacterial activity. The bacterial reaction is carried out in two stages for maximizing the BOD removal efficiency. Hence, two such reactors are provided in series. Within the reactors, arrangements are made to retain the plastic media in place. Air supply is done through perforated stainless steel pipes. Use of stainless steel pipes ensures that no maintenance is required. The treatment process is mainly based on the principle of Moving Bed Bio Reactors (MBBR) and consists mainly of the following components: Media which provides surface area for the growth of micro organisms. Air Grid System which ensures high oxygen transfer efficiency to meet The oxygen demand exerted by the micro-organisms and the fluidized state the media. The system comprises of the following main units:

Moving Bed Bio Reactors-1

Moving Bed Bio Reactors -2

Tube Settler

Moving Bed Bio Reactors -I & II The Moving Bed Bio-reactors tanks consist of an air grid place at the bottom of the tank which helps in including 02 transfers from the air to the effluent through the air blowers and at the same time maintains the media with attached bacterial culture in suspension. It is here that bacterial culture utilizes this 02 to biodegrade the organic matter in the effluent and also for their endogenous respiration, resulting in the production of simpler end products. The mixed liquor consisting of old and new bacterial cells are then sent to the Tube Settler.



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Operation of Moving Bed Bioreactor Process MBBR is a moving bed bioreactors treatment system. The media on which the growth takes place in kept in fluidized state by aeration, Influent is continuously fed to the reactor and the treated effluent is discharge from the system by overflow. The high concentration of bacterial growth on the media hastens the process of BOO/COD treatment thereby making the system very compact. Generally two stages are sufficient to achieve the desired reduction.

Tube Settlers Settling tank with the tube modules is a unit in which solid liquid separation occurs under the gravity.

Sludge Removal The sloughed biomass must be removed before the treated sewage can be disposed off. Hence a tube settler is provided. The tube settler is equipment in which the Bio-mass removed & suspended solids are settled under action of gravity. The sludge formed in the process of bio-degradation, is drained to the sludge holding tank from where through pump is fed to filter press for dewatering. The filtrate from filter press is drained back to receiving sump by gravity. The dewatered sludge will be removed manually. This sludge is very good soil conditioner & hence can be used as manure.

Disinfection The treated sewage is then added with chlorine to kill the pathogens / E-Coli coli forms, so that it becomes fit for disposal on surface. Chlorine being a very strong oxidizing agent, a small dose is enough to achieve desired levels of disinfection. Small residual chlorine also ensures that there is no re-growth of E-coli, till the final disposal point. After disinfection the treated sewage is passed through filtration unit comprising of dual media filter and Activated carbon filters. The treated sewage, now substantially free from organic contamination, free from coli form bacteria



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2.5.3 Treatment Detail of STP There are basically three different stages of treatment of sewage in the sewage treatment plant (STP).

Primary Treatment The primary treatment basically involves physical treatment like screening and oil & grease removal.

Secondary Treatment The secondary treatment is a biological process where the major COD & BOO reduction takes place. The biological treatment provided in this plant is a moving Bed Bio-reactor which is an attached growth process. After the biological treatment, chlorination system is also provided which helps in disinfection. Normally as per the pollution control norms the secondary treated sewage can be disposal into the drainage line.

Tertiary Treatment In the tertiary treatment there are filter (ACF & DMF) provided to polish the treated sewage to the extent of reuse. Here the BOO & COD level are further brought down so that the treated water can be reused/recycled. The tertiary treated water can be reuse in various applications like car wash, gardening, cooling tower, etc. This water can also be recycled if required to further treat and use in other process application.

Culture Preparation The culture preparation is a critical and long drawn process. This is the main activity of commissioning and has to be done very carefully. It takes around 7 days for the culture preparation and another 7 days for stabilization. The procedure has been explained below 011 day to day basis.

Tube Settler Operation

Tube settler removes the biological dead mass getting generated in MBBR reactor.

Sludge generated due to organic degradation in MBBR reactors is separated with the liquid.



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The settled sludge from tube settler can be dewatered and/dried.

Sludge from tube settler is to be drained once in 4 hrs for 2-3 minute or visual observation till draining the total sludge.

After the 7th day, biologically treated sewage starts coming out of the MBBR to tube settler when you start feeding 25% sewage into the MBBR. In the tube settler physically removal of the suspended matter takes place. The rise rate of tube settler has been designed in a manner so as to ensure that the suspended matters get settled down on the tube settler media. The settled particles than slide down to the bottom of the Tube settler tank and gets accumulates in the hopper. The drain valve of the tube settler is called as sludge drain valve which should be operated once in every 4 hours. Keep the valve open for 2 minutes or till sludge comes out of tube settler. This is a very important operation and if it is not done properly the suspended matters will be carried over from the tube settler and will go to the CCT and subsequently to the filters. The filters will get choked when the suspended matters gets carried over and will eventually not allow any water to pass through. Hence, it is very important to drain the tube settler every 4 hours. If lot of sludge is getting settled in the tube settler then it is advisable to drain the tube settler once in every two hours.

Chlorine Dosing 1. Sodium Hypo Chlorite (generally known as Hypo) solution is used for

chlorination. 2. Sodium Hypochlorite [NaoCl] is added in CCT for dis-infection/killing of the

bacteria. 3. The dose of tree chlorine to be maintained @7.0ppm for disinfection. 4. Sodium hypochlorite contains approx. 8 to 10 % free chlorine. 5. The making of Chlorine in CCT is achieved by zigzag / up flow- down flow

passing of treated sewage with chlorine in CCT.

2.6 Rain Water Harvesting Rainwater harvesting system has been provided at the Swami Vivekananda Airport. For recharge of rain water, artificial pond covering 3600 sqm area for 10000 cum rain water has been provided at the Swami Vivekananda Airport.



Chapter 3

Solid Waste Management



3.1 Solid Waste Generation

Approx. 350 kg/d solid waste is generated from the existing airport in the form of paper, plastics, polyethylene bags and food waste, etc. Solid waste from the airport is collected in waste bins.

3.2 Solid Waste Management

The following measures are taken for management of solid waste at the airport.

Solid wastes management is carried out as per Municipal Wastes (Management and Handling) Rules, 2000.

Solid waste is collected in designated waste bins based on their types, placed at the strategic locations.

The solid waste handling and disposal services is outsourced to authorized agency to ensure disposal of solid waste generated from the existing airport. Solid waste generated in the aircrafts is also disposed off at the designated waste collection points from where it is picked up the garbage bags. The collected garbage is transported in covered container and is arranged to dispose off after segregation of recyclable wastes as per provisions of Municipal Wastes (Handling & Management) Rule 2000. After collection of garbage, garbage bins are disinfected every day by sprinkling disinfectant powder by the agency. Weekly washing of garbage bins is also carried out. After collection of waste, solid waste management plan is followed as given below: • Segregation of recyclable and non recyclable wastes. • Disposal of recyclable wastes for recycling. • Composting of biodegradable organic of wastes for captive use • Disposal of segregated wastes to common municipal waste landfill Site



Chapter 4

Proposed Extension at Swami Vivekananda Airport



Chapter 4

Proposed Extension at Swami Vivekananda Airport

4.1 Proposed Extension at the Airport Swami Vivekananda Airport at Raipur is the operational airport in Chhattisgarh State, belonging to Airports Authority of India. Presently, the Airport is having runway 06/24 of dimension 2286 m x 45 m, with PCN 50/F/B./W/T suitable for A-320 type of aircraft. There is a demand from Airlines to extend the Runway by at least 900 ft (274.32 m) and if possible to 11000 ft (3352.80 m) to facilitate international operations. Also, due to increase in number of flights and close schedule especially in morning peak hours, the available capacity of 4 parking bays on the new apron, falls short of requirement sometimes. Accordingly, keeping in view the current and future requirement due to construction of new terminal building recently, it has been decided by the AAI competent authority to upgrade the runway and other pavements for operation of A310 -200 (Code D) type of aircraft and expand the apron apart from carrying out other associated development works.

4.2 Scope of Work for Extension of Airport The scope of work of the proposed extension of existing Swami Vivekananda Airport is as under:

Scope of Civil works: The proposed extension at Swami Vivekananda Airport at Raipur will include following: i. Extension of runway by 965 m x 45 m towards runway 24 beginning to make the

operational runway dimension 3251 m x 45 m. The PCN value of entire runway to

be made suitable for A310‐200 (Code ‘D’) type of aircraft.

ii. Provision of 7.5 m wide shoulders on either side of extended runway. iii. Provision of overrun (60 m x 45 m) and turning pad for extended runway. iv. Provision of RESA of 240 m x 90 m dimension at 24 beginning of runway. v. Resurfacing of existing runway and shoulders 06 /24. vii. Expansion of apron on East side by 88 m x 103 m to park two additional one

A310‐200 (Code ‘D’) / B737‐900 and one A321 (Code ‘C’) type of aircrafts.



viii. Dismantling of existing shoulders on East side of apron, and overrun at 24 beginning of runway.

ix. Widening of shoulders of existing apron and taxi tracks from 3.5 m width to 7.5 m. Shoulder on East side to be of full strength and others of normal

strength.

x. Construction of new isolation bay of size 91 m x 77 m suitable for A310‐200

(Code ‘D’) type of aircraft including 7.5 m wide shoulders. xi. Development of basic strip for runway extension and leveling/grading work for

apron expansion and isolation bay. xii. Provision of 10550 m x 5 m perimeter road all around the periphery of boundary wall in the proposed extension of runway, vehicular lane for apron 180 m x 5 m, 1.25 m wide berms on either side of perimeter road. xiii. 08 nos. watch towers for new acquired land. xiv. Provision of drainage and rain water harvesting system on either side of runway beyond 150 m from the centre line of runway. xv. Provision of RCC box culvert (60 m length) of opening size 1 m x 1 m below

runway for aircraft load and half strength RCC box culvert of same size beyond runway upto basic strip 150 m on either side of runway to facilitate cable crossing.

xvi. Provision of GSE & appropriate hard stand area of 2900 sqm. xvii. Construction of new localizer and glide path buildings and connecting roads 200

m x 5 m. xviii. Other associated works. For proposed extension 128.662 ha land will be required and the same has been acquired by Naya Raipur Development Authority (NRDA) and handed over to Airports Authority of India.



4.3 Land Required for Proposed Extension The total area of the existing airport is 287.648 ha and additional land is 128.662 ha which has been acquired by NRDA (Naya Raipur Development Authority) and handed over to AAI (Airport Authority of India) for proposed extension. The statement of land for existing and proposed extension of Swami Vivekananda Airport is given below:

Existing Land

Mana Village 135.941

Baroda Ramchandi 151.707

Total (in Hectare) 287.648

Newly Acquired Land (For Airport)

NRDA 10.04

Ramchandi (Parking in Airport ) 18.468

Baroda (Airport Expansion) 4.184

Baroda (Control Tower and Fire Station) 95.97

Total (in Hectare) 128.662

4.4 Justification of Proposed Extension Swami Vivekananda Airport at Raipur is the operational airport in Chhattisgarh State, belonging to Airports Authority of India. Presently, the Airport is having runway 06/24 of dimension 2286 m x 45 m (7500 ft x 150 ft) with PCN 50/F/B./W/T, suitable

for A‐320 type of aircraft. The runway 06 threshold is displaced by 130 m due to

localizer building falling in approach funnel. The available length for 06 approach is 2186 m resulting in operation of aircraft under load penalty. There is a demand from Airlines to extend the Runway by at least 900 ft (274.32 m) and if possible to 11000 ft (3352.80 m) to facilitate International operations. Also, due to increase in number of flights and close schedule especially in morning peak hours, the available capacity of 4 parking bays on the new apron, falls short of requirement sometimes. Accordingly, keeping in view the current and future requirement due to construction of new terminal building recently, it has been decided by the AAI to upgrade the runway and other pavements for operation of A 310-200 (Code D) type of aircraft and expand the apron apart from carrying out other associated development works.



4.5 Past and Future Passengers Projections

The past and future passengers projections for the Swami Vivekananda Airport are given in Table 4.1.

Table 4.1: Past and Future Passengers Projections

I. Past Traffic Trends at Raipur Airport Remarks

S. No. Year Passengers % Change

1 1998-99 34647

2 1999-00 40021 1.155

3 2000-01 46476 1.161

4 2001-02 50194 1.080

5 2002-03 55058 1.097

6 2003-04 75948 1.379

7 2004-05 95257 1.254

8 2005-06 135230 1.420

9 2006-07 246038 1.891

10 2007-08 414856 1.686

11 2008-09 401655 0.968

12 2009-10 436620 1.087

13 2010-11 532736 1.220

14 2011-12 802583 1.507

810435 1.010

Total Growth 17.844

Average growth per annum 1.275 (27% per Annum)

Future Passengers Projections at Raipur Airport

Base Year 2011-12 802583

Growth Rate 15%

1 2012-13 922970

2 2013-14 1061416

3 2014-15 1220628

4 2015-16 1403723

5 2016-17 1614281

6 2017-18 1856423

7 2018-19 2134887

Growth Rate 10%

8 2019-20 2348375

9 2020-21 2583213



10 2021-22 2841534

11 2022-23 3125688

12 2023-24 3438256

13 2024-25 3782082

14 2025-26 4160290

15 2026-27 4576319

16 2027-28 5033951

17 2028-29 5537346

18 2029-30 6091081

19 2030-31 6700189

20 2031-32 7370208

21 2032-33 8107229 8550 Pax Terminals Capacity

22 2033-34 8917952

23 2034-35 9809747

24 2035-36 10790722

25 2036-37 11869794

26 2037-38 13056773

27 2038-39 14362450

28 2039-40 15798695

29 2034-37 17378565

4.6 Contour Plan for Existing and Proposed Runway

The ground elevation at existing and proposed extension of runway of Swami Vivekananda Airport varies from 304.4 m to 317.5 m above mean sea level (amsl). The contour plan for existing runway and proposed extension of runway is shown in

Figure 4.1.

4.7 Master Plan for Existing Airport and Proposed Extension The master plan for existing airport and proposed extension of runway and associated services at Swami Vivekananda Airport is shown in Figure 4.2.



Figure 4.1: Contour Plan for Existing Runway and Proposed Extension of the Airport



Figure 4.2: Master Plan Showing Proposed Extension of the Swami Vivekananda Airport



4.8 Filling Required for Proposed Extension As per contour plan, ground elevation at existing runway and proposed extension of

runway of Swami Vivekananda Airport varies from 304.4 m to 317.5 m above mean

sea level (amsl). For leveling of land for proposed extension of runway and associated

development, approx 7 Lakhs cum earth filling will be required and same shall be

obtained from Godhi village/Arang at distance of about 25 km from the airport.

4.9 Funnel Area for Airport

The landing and take off funnel area for Swami Vivekananda Airport are shown in

Figure 4.3.

4.10 Construction Materials Requirement for Proposed Extension The construction materials requirement for the proposed extension of runway and

associated works at Swami Vivekananda Airport has been estimated and given in

Table 4.2. Table 4.2: Construction Materials Requirement for Proposed Extension

S. No. Construction Materials Quantity Required

1. Earth 347600 cum

2. Total aggregate 100000 cum

3. Bitumen 2590 MT

4. Steel 61730 Kg

5. Cement 48000 MT

4.11 Project Cost

The estimated cost of the proposed extension of Swami Vivekananda Airport is Rs 103.5 Crores.



Figure 4.3: Take off and Landing Funnel Area

extension of runway at 24 beginning, expansion of...

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