pre-feasibility report (pfr) · development of new civil enclave at kanpur air force base, kanpur,...

Pre-Feasibility Report (PFR)

For

Development of New Civil Enclave at

Kanpur Air Force Base, Uttar Pradesh

Development of New Civil Enclave at Kanpur Air Force Base, Kanpur, U.P.

1

Chapter - 1

Development of New Civil Enclave at Kanpur Air Force Base

1.1 Background

Kanpur Air Force Base is an airport that was originally designated for the

Indian Air force. In the 1970s, flights operated from this airport regularly to

Delhi, Ahmedabad, Kolkata, Banglore, Chennai, Pune and Mumbai. However

passengers of Kanpur and surrounding developing cities have an opportunity

to get better air connectivity because of its close proximity to CCS

International Amausi Airport in Lucknow, for taking a flight to other Indian

cities or overseas. The Civil Air Terminal of Kanpur Airport was re-opened in

December 2004 and since then regular flights are operational on this airport.

This airport serves Kanpur, Unnao, Etawah, Kanpur Dehat, Hamirpur and

Fatehpur in Uttar Pradesh.

It is at a distance of 10 km from Kanpur city. Other nearest operational

Airports are Lucknow, which is located at distance of 86 Km.

Details of existing Kanpur Airport are as given below:

Reference Point:

Latitude : 25°24' 00”N

Longitude : 80° 25' 00" E

Elevation : 123 m.

Existing Terminal Building

Area of Terminal Building: 390 sqm (50 Passenger Arrival and 50 Passenger

Departure)

Parking Apron:

Dimensions : 107 m x 76 m

Capacity : Two ATR/CRJ


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Navigation Aids

NDB : AVAILABLE (IFA)

ILS : Available (Cat -I)

DVOR : Available (115.3 MHz)

DME : Available (1187 MHz)

Runway

Orientation Dimension

09/27 2743 m ×45 m

Runway Detail

Runway TORA TODA LDA ASDA

09 9000 10200 9900 8000

27 9000 9500 9200 9000

1.2 Construction of New Civil Enclave adjacent to Kanpur Air Force Base

AAI has planned a New Civil Enclave with a New Terminal Building for 300

Peak Hour Passengers with all modern facilities and Apron for parking 03 Nos

A-321 type of Aircraft. As per IMG norms and Car Parking for 150 Cars plus

02 Buses. For this New Civil Enclave, the State Govt. has transferred 38.99

acres of land to AAI out of 50 acres requested by AAI.

Civil Works:

Apron & Taxiway • Construction of apron of dimension 146.5m X 120m, suitable for parking of

03 nos. of A-321 type of aircraft along with 3.5m wide shoulders all around

the apron. Provision of GSE area of dimension 30m X 60m is also made

in the layout plan.

• Construction of link taxi track of dimension 400m X 18m with 3.5m

shoulder on either side of the taxi track.

• Development of taxiway with suitable grading.

• The slopes on the apron, taxiway etc. should be as prescribed in DGCA -

CAR, under various paragraphs.

• Storm water drains to be provided for operational / non-operational areas

and the required culverts below the taxiway / portion of apron.

• Provision of fillets at the intersection of Runway and taxiway; taxiway and

apron for operation of A-321 type of Aircraft.


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• Provision of standard markings and mandatory instruction signage’s to be

provided as per Annexure 14 and DGCA CAR.

• Diversion of services if any, like water line, electrical and other cable and

existing drains.

After completion of work PCN may be determined by technical evaluation and

declared. The WGS coordinates for parking stands shall be declared.

Proposed Terminal Building:

Construction of single level Domestic Terminal Building of 6250 Sqm for

300 PHP (150 Arr. + 150 Dep). An area of 850 Sqm has been kept for

retail / commercial outlets /retiring rooms and airline offices.

The Terminal Building Departure area, Arrival area, Security hold area

and Concourse are to be provided with adequate Nos of toilets for gents,

ladies and differently-abled persons and drinking water. Suitable number

of ramps to be provided for entry and exit of differently-abled persons in

departure and arrival area.

The overall planning of Building will capture local architectural features

and it will be part of design features of Terminal. The design should

include the required arrangement for its regular maintenance so as to

make it in-built part of execution. Solar power generation viz solar lighting

solar roofing system including provision of regular cleaning with

maintenance hoists, hooks, etc. including cat walk/rope suspended

platform/gondola etc. will be provided.

(a) Common Concourse:

Common concourse area should have provision for Meet-and-Greet area

snack bar, facilitation counters, toilets, AHU switch room, drinking water, first

aid room, child care room, supporting office for AAI, airlines and APHO.

(b) Check - In Area

The check-in concourse should have 8 nos. check-in counters along with

adequate queuing space.

01 no. baggage conveyor belt for registered baggage.

Adequate number of toilets (ladies, gents and physically challenged

persons) back up offices for airlines, AHU, switch room, drinking water


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facilities, storing space for 100 baggage trolleys etc., area for commercial

facilities.

Seating arrangements for passengers after check-in and before security

check.

Isolated smoking area with proper ventilation.

(c) Security Hold Area

The security hold area and Bus lounge should have adequate seating

arrangements with adequate number of toilets for ladies, gents and

physically challenged persons, drinking water, AHU, switch room and

isolated smoking area with proper ventilation.

The passenger frisking area should have adequate space for locating

required nos. of DFMDs, frisking booth 03 nos. (02 for gents and 01 for

ladies) and space for X-ray machine for hand baggage.

Provision should also be made for Retail Area without affecting the

passenger movement area.

(d) Baggage Collection / Arrival Lounge

The baggage collection and arrival lounge should have 02 nos. conveyor

belts of adequate length.

Adequate space for storing baggage trolleys, space for storing of

mishandled / unclaimed baggage.

Adequate number of toilets (ladies, gents and physically challenged

persons) AHU, switch room, drinking water.

Provision of Information counter, Pre-paid Taxi counter and other

commercial facilities.

Provision of Baggage Reconciliation System.

(B) Electrical Works

Provision of Taxiway and apron edge lights.

Provision of flood lights on apron.

Internal and external electrification for Terminal Building Complex,

associated buildings, Car Park and roads.

Augmentation of main power supply, Substation Equipment, DG Sets for

Secondary Power Supply and associated ancillary buildings.

Provision of central air-conditioning & ventilation (HVAC) system & BMS

for New Terminal Building.


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Provision of conveyor belts with in-line X-ray Inspection System and other

equipment at departure area and inclined carousels at Arrival hall.

Provision of fire detection & alarm system, provision for fire hydrants and

water sprinklers system as per standards along with fire extinguishers.

Provision of automatic sliding doors at exit and entry points of Terminal

Building.

Provision of adequate number of Signage inside and outside the Terminal

Building, Car Park area & City side approach road and air side area for

guidance of passengers and visitors.

Provision of light masts on apron.

Provision of perimeter lighting.

(C) Airport Systems

Public address system and car calling system.

Surveillance Close Circuit TV System (SCCTC) and provision of adequate

number of close circuit TV monitors, in the Security Control Room,

Terminal Manager Room, APD Office etc.

Provision of Flight Information Display System (FIDS) with adequate

number of Display Devices in departure, arrival and security hold area for

passenger facilitation.

Provision of adequate number of X-ray machines for scanning Registered

Baggage (RB) / Hand Baggage (HB), including provision of required

number of ETDs, DFMDs & HHMDs as per BCAS norms.

Provision of adequate no. of VHF FM Sets (Walkie-Talkie, Base Stations

& Mobile Stations).

Provision of Telephone Exchange/ digital EPABX/ IP EPABX system for

Terminal Building including telephone/ intercom instruments, wiring etc.

(D) IT Systems

Passive and Active networking components such as OFC, UTP cabling,

Routers, Core & Access switches and accessories. Provision of

Raceways, cable trays and conducting and cabling.

Server room and adequate space for keeping network switches along with

electrical power points & UPS.

Access Control System as per BCAS requirement.

Provision of Internet, VPN bandwidth, Wi-Fi system.


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(E) Miscellaneous Works

Provision of Trolley gate on the link taxi track to segregate the operation

area of IAF & AAI.

Construction of pump house for overhead water tanks and sump etc. for

Terminal Building.

Provision of gates to segregate air side and city side area with security

guard posts at the entry and exit gates.

Construction of perimeter road of 3.5m width with shoulders, all along the

boundary wall inside operation area.

Construction of 04 lane approach road from nearest main road to Terminal

Building via shortest distance.

Horticulture and gardening works on city and airside of Terminal building.

Provision of water storage & water supply, rain water harvesting system

and sewage treatment plant (STP).

1.5 Infrastructure

Kanpur is well connected by rail and road. Distance of nearest operating

airport, Lucknow from Kanpur Airport is 62 km.

1.6 Project Site Details

The proposed civil enclave will comprise 38.99 Acres of land. The map

showing 10 km radius area around the proposed civil enclave is shown as

Figure 1.1. The site location of the proposed civil enclave is shown in Figure

1.2. Layout plan of the proposed civil enclave on is shown as Figure 1.3.


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Figure 1.1: 10 Km Radius Area around the proposed Civil Enclave


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Figure 1.2: Site for New Civil Enclave at Kanpur Air Force Base


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Figure 1.3: Layout Plan for New Civil Enclave


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Chapter - 2

HVAC & BMS System for the Proposed Terminal Building

2.1. General

This Chapter outlines the design features, basis of design, estimated

requirements etc. of the HVAC System at proposed terminal building.

The proposal for installing microprocessor based control system (BMS) is also

outlined in this Chapter.

2.2 Design Considerations

The system proposal is designed to fulfill the following objectives:

Low capital cost.

Energy efficient throughout the varying load patterns

Minimum power demand.

Providing required Indoor air quality (IAQ) with reduced operating cost.

Maximum flexibility of operation.

Use of highly responsive control system (BMS) to optimize system

functioning.

2.3 Energy Efficient

The air conditioning systems operate between a minimal demand of 40% and

up to a maximum demand of 95% for a major part of the year.

Hence, the selection proposed is such that the overall power requirement

remains consistent with the demand, avoiding all possible waste.

2.4 Flexibility

The use of Air cooled chilling units have been proposed instead of water

cooled chillers. This will avoid use of cooling towers and condenser water

pumps, thereby reducing by nearly 40% the number of equipments which

have to be operated and maintained.


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The chiller will be fitted with air cooling pads to reduce power consumption

and save 80% water as compared to water cooled system, the cooling pads

will be used whenever Ambient temperature crosses 35°C.

The use of air cooled chillers will thus simplify operation and also avoid

worrying about availability of water in cooling towers at all times.

There will be separate pumps for secondary circuit.

In addition each floor will have independent Air handling Units (AHUs).

This will ensure that the equipment in operations is as per demand without

any wastage of power.

2.5 Control System

It is proposed to use microprocessor based control system (BMS) to optimize

plant operation and minimize running costs.

The various systems are selected carefully to provide maximum benefits at a

reasonable cost.

The BMS will also be used to integrate other services and control external

lighting and monitor other services.

2.6 Salient Feature of Air-cooled Chilling Units

The air-cooled chillers are packaged and factory assembled and consists of

the following components:

Screw / Scroll compressors.

Shell and tube chiller.

Condenser coils

Condenser fans

Control Panel

Weather proof housing.

These chillers are designed and manufactured for outdoor installation either

on the ground or on the roof, where they can get un-hindered supply of fresh

air.


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2.7 Screw Compressors

The screw compressors are nearly as efficient as Centrifugal Compressors

and consume approx. 0.71 IkW per ton to 0.73 IkW per ton in the proposed

capacity range. These compressors have very few moving parts. Hence their

wear and tear is less and this reduces the maintenance costs.

These units are currently being imported or assembled in India from Imported

components and they come equipped with a microprocessor based control

panel. Hence, the output is automatically matched with the demand. Thereby,

these units result in further power saving. They can be used efficiently down

to 1/3 of the rated output.

2.8 Control System

It is proposed to install Microprocessor Based DDC Control system, (BMS) for

operating the HVAC plant, water supply system, common lighting and for

monitoring other systems. The use of BMS has the following advantages.

a. The sequencing of the chillers and pumps will be done automatically as

per the load requirement, thus avoiding wasteful operation.

b. The plants will operate automatically as per programmed schedule the

controllers will estimate the actual requirement on any particular day

depending on outside temperature and accordingly decide the lead time

required to achieve design inside conditions, in all areas, at the start of

offices.

c. All these feature help to bring down the energy consumption by 10 to

15%.

d. All standby pumps are rotated automatically to provide equal wear and

tear and reduce fatigue.

e. All external lighting and common area lighting are controlled

automatically to save energy.

f. The water supply system is controlled and operated as per requirement

without any wastage.

g. All other services are monitored.

2.9 Estimated AC Load Requirement

At the proposed civil enclave 3X200 TR (1 Working +1 Standby) air cooled

screw chillers are proposed.


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2.10 System Concept

The main chilling station will have multiple screw chillers.

It is proposed to have strip heaters in supply air ducts for winter heating.

A standby chiller is also proposed.

The system has been designed on the basis of many areas having high heights.

Further, it is proposed to install nozzle type diffusers for long throw of air from such AHUs.

The A.C. plant will be placed outside in service yard along with other electric and water services.

2.11 Building Management System (BMS)

It is proposed to provide a Microprocessor Based Building Management and

control system (BMS) for HVAC system and other services to create an

intelligent building.


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Chapter - 3

Electrical Service for Proposed Terminal Building

& Allied Units

3.1 General

AAI is proposing construction of New Civil Enclave at Kanpur. The proposed

terminal building shall have plinth area of approx. 6250sq.m I.

3.2 Estimated Electrical Load

The estimated electrical loads for proposed civil enclave are as given below:

Total Expected Lighting Load - 75 KW

Commercial Area Load - 25 KW

Operational area Load Including Taxi Way

Lighting load, Air side High mast etc. - 25 KW

HVAC load - 250 KW

Plumbing & Fire Fighting Load - 25 KW

Lift, conveyor & Escalator load - 25 KW

425 KW

3.3 DG Sets Sizing

Two DG sets of 500 kVA capacity each are proposed at new civil airport.


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Chapter - 4

Water Supply, Sewerage, Drainage and Fire Fighting

4.1 Introduction

At proposed new Civil Enclave at existing Kanpur Air Force Base, terminal

building is proposed covering an area of approx. 6250 sqm. An area of 850

Sqm has been kept for retail / commercial outlets /retiring rooms and airline

offices

4.2 Expected Population per day

The expected population per day at the Civil Enclave is given below:

Arriving and Departing Passengers - 1500

Airport Staff (day time) - 120

Drivers/Visitors - 200

Water required as per National Building Code 2016 is given below.

Terminal Staff (day time) - 70 Litres/Head/Day

Air Passenger - 70 Litres/Head

Floating population - 15 Litres/Head

4.3 Total Water Required

Water requirement for the proposed civil enclave at Kanpur is estimated as

given below:


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Water Requirement for the Proposed Civil Enclave at Kanpur

S. No.

Description

Total Population

at Peak hour

Daily Population (Considering 5 hr

Peak population per day)

LPCD for Potable water

LPCD for Flushing

Water

Potable Water

Demand

Flushing Water

Demand

Total Water Demand (l/day)

1. Terminal Building

300 1500 40 30 60,000 45,000 105,000 (Passenger Load)

2.

Permanent Terminal Building Population

120 40 30 4,800 3,600 8,400 (AAI, Airlines & O&M, Vendors)

3. Visitors etc. 200 10 5 2,000 1,000 3,000

4. Water Requirement for @35 Lit /seat for Food Court

75 25 10 1,875 750 2,625

Total in Litre/day 68,675 50,350 119,025

Total in kld 69 50 119

5. Soft Water Demand

Water requirement for HVAC (treated waste water) 40000

Say in (kld) 40

6. Horticulture Water Demand

to be met with treated waste water 56

Say in (kld) 56

Total Water Demand for All Purpose in kld 215


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Total water requirement is estimated as 215 Kl per day. Fresh water

requirement for the proposed civil enclave is estimated as 119 kld. The water

balance diagram is shown in Figure 4.1. The water requirement for flushing

and landscaping will be met through reuse of treated waste water from STP.

4.4 Sources of Water

Water requirement will be met through tube wells, which will be installed after

obtaining permission from Central Ground Water Board.

4.5 Sanitary Fixtures And Toilet Accessories

Water Closet: All water closets will be wall hung with concealed dual flushing

cistern and in lodders and staff toilets WC will be provided with dual flushing

cistern. Under counter/ circular above counter wash basins with battery

operated auto sensor pillar taps will be provided.

Flat back wash basins with CP brass self-closing pillar tap will be provided

in lodders and staff toilets.

Semi stall urinal with battery operating auto sensor flush valves.

Frosted Glass urinal portion with metal clips.

CP adjustable shower with Diverter and spout in rest rooms and VIP toilet.

Vitreous china recess toilet paper holder.

Figure 4.1: Water Balance Diagram for Proposed Civil Enclave at Kanpur

12 kld

96 kl/d

Bore Well

Fresh Water (119 kld)

Water for drinking, hand washing, food,

etc. (119 kld)

Water for Green Belt & Landscaping by Sprinkler Irrigation

(56 kld)

STP (107 kld)

Treated Water Storage Tank

(96 kld)

Consumed

Evaporation (11 kld)

4 kl/d

HVAC (40 kld)


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Automatic soap dispenser on wash basins (Stainless steel).

Automatic air purifier (Stainless steel).

Toilet tissue paper holder (Stainless steel).

Automatic electrically operated hand drier (Stainless steel).

4.6 Water Distributions Pipe and Fittings

G.I. / composite Pipe and fitting for hot and cold water. Heavy class G.I. pipe

and fitting in shaft and under floor. All external underground water pipe will be

cast iron Class LA conforming to IS:1536 with specials and lead joints.

4.7 Sewerage Treatment and Disposal

As per water balance diagram, 107 kld sewage will be generated during the

operation of new terminal building which will be treated in STP of 125 kl/day

capacity.

4.8 Sewage Treatment Plant

Sewage generated from the airport will be treated in well-designed Sewage

Treatment Plant (STP). It is proposed to installed Moving Bed Biofilm

Reactor (MBBR) type sewage treatment plant of 125 kl capacity.

Design of STP

Approximately 125 kl per day sewage/waste water will be generated from the

proposed airport. Sewage will be collected and treated in well-designed

sewage treatment plant. After meeting stipulated standards, treated waste

water will be utilized for flushing purpose, irrigation of greenery and

landscaping.

Details of Sewage Treatment Process

The sewage from the proposed airport shall be collected by gravity into the

collection tank/equalization tank of Sewage Treatment Plant (STP) via

perforated screens to prevent the large particles into system. In equalization

tank, pH and temperature of incoming sewage will be equalized. The sewage

from equalization tank will be pumped to Moving Bed Biofilm Reactor (MBBR)

reactor for biological treatment, where required quantity of air in presence of

MBBR system will be supplied to meet the oxygen requirements by mean of

blower and fine bubbles air diffusers. After MBBR reactor, sewage will flow by

gravity to settler (tube type) where sludge will be settled at the bottom due to


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gravity. This settled sludge will be recycled through sludge pump to MBBR

reactor to meet the mixed liquor suspended solids (MLSS) requirement,

excess sludge will be discharged through filter press for final disposal. Final

discharge of waste water from settler will be collected in chlorine contact tank,

where some chlorine will be dosed for disinfections of treated waste water.

Then, treated sewage will be pumped for tertiary treatment through duel

media filter or it will be passed through or it will be passed through Ultraviolet

(UV) disinfection system. Treated sewage will meet the norms prescribed by

State Pollution Control Board and will be utilized for flushing, HVAC and for

irrigation of greenery & landscaping purpose. Treated wastewater will not be

discharged outside the boundary of proposed airport.

Design Parameters

Design parameters for proposed 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

No treated waste water will be discharged outside the proposed civil enclave.

Unit wise description of the proposed STP is given below and shown in

Figure 4.2.

Screen Chamber

Prior to the actual treatment of the wastewater, a screen chamber will be

provided. In this chamber removable type mechanical bar screens will be

provided for removal of various large size elements, such as paper, cloth,

plastic etc, etc, which may hamper the satisfactory functioning of subsequent

units of the STP, if not removed at early stages.

Oil & Grease Trap

The oil & grease trap will be provided to collect oil and grease trace coming

with sewage. Collected oil & grease will be stored in a drum and disposed of

in environmental sound manner.


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Equalization Tank

As the quantity of the flow is non-uniform in nature, an equalization tank will

have to be provided. By the provision of an equalization tank, wastewater

characteristics will become homogeneous in nature and, therefore, better

treatment can be achieved in the subsequent units of the STP. Diffused

aeration will be provided in this tank to stir the contents of the tank completely.

MBBR Reactor (Biological Treatment)

Moving Bed Biofilm Reactor (MBBR) technology employs thousands of

polyethylene biofilm carriers operating in mixed motion within an aerated

wastewater treatment basin. Each individual bio carrier increases productivity

through providing protected surface area to support the growth of

heterotrophic and autotrophic bacteria within its cells. It is this high-density

population of bacteria that achieves high-rate biodegradation within the

system, while also offering process reliability and ease of operation.

This technology provides cost-effective treatment with minimal maintenance

since MBBR processes self-maintain an optimum level of productive biofilm.

Additionally, the biofilm attached to the mobile biocarriers within the system

automatically responds to load fluctuations.

The bacteria/activated sludge grow on the internal surface of the carriers. The

bacteria break down the organic matter from the waste water. The aeration

system keeps the carriers with activated sludge in motion. Only the extra

amount of bacteria growth, the excess sludge will come separate from the

carriers and will flow with the treated water towards the final separator. The

system can consist of a one stage or more stage system (see underneath

schedule), depending on the specific demands. The specific bacteria remain

in their own duty tank because of the fact that the carriers remain in only 1

tank, protected by screens.

A bio-film develops on the media, which move along the effluent sewage in

the reactors. The movement within the reactors is generated by providing

aeration with the help of diffusers placed at the bottom of reactors. This thin

film on the media enables bacteria to act up on the bio-degradable matter in

the effluent sewage and thus reduce the BOD/COD content in presence of

oxygen from the air used for fluidization. Aeration will be done with the help of

twin lobe blowers. The MBBR reactors will increase the oxygen content of the

sewage and thus, will help in the growth of the micro-organisms required to

reduce the BOD. These micro-organisms will consume the organic matter and


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will convert it into active biomass, better known as sludge. The waste water,

laden with sludge, will be transferred to tube settler for sludge separation.

Secondary Settling Tank Followed by Pre filtration Tank

The sludge formed will settle in the secondary settling tank followed by pre

filtration tank. The settled sludge will be discharged in the Sludge Collection

Tank and would be dewatered using sludge press. The clear supernatant from

the outlet of the tube settler will be discharged as treated waste water and will

be passed on to further treatment for final polishing. HDPE/PVC low

maintenance tubes will be provided for trouble free operation of the tube

settler.

Sludge Filter Press

The sludge from the settling tank of the STP will be collected in the tank and

will be treated in the sludge press. This will be 24 plates CI sludge press

completes with its pump and accessories. In sludge press, the sludge in the

form of liquid slurry is fed into the press and dry solid cake of sludge is taken

out from it. These dry cakes are used as manure for green belt and

landscaping.

Pressure Sand Filter

For final polishing of the treated waste water, a Pressure Sand Filter (PSF)

will be provided. The PSF comprises of a MS Vessel having filtering media

sand topping for filtration of supernatant treated sewage water and thus

ensuring clarity of water.

Activated Carbon Filter

For tertiary treatment, an Activated Carbon Filter (ACF) will be provided. This

will be MS constructed tank in which activated charcoal/carbon will be filled as

adsorbing media. This will not only adsorb impurities but will also act as the

polishing tank for the final treated waste water. The resultant water shall be

clear, odourless and will be reused for horticulture purpose.

Ultraviolet (UV) Disinfection System

Ultraviolet (UV) disinfection will use a UV light source. UV-rays are energy-

rich electromagnetic rays that are found in the natural spectrum of the

sunlight. They are in the range of the invisible short wave light having a


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wavelength ranging from 100 to 400 nm. can pass through a flow chamber,

and UV rays are admitted and absorbed into the stream. When ultraviolet

energy is absorbed by the reproductive mechanisms of bacteria and viruses,

the genetic material is rearranged and they can no longer reproduce. They

are therefore considered dead and the risk of disease has been eliminated.

UV plant will have following features:

Stainless steel construction

Single lamp

Long life of the UV Lamp

Figure 4.2: Schematic Diagram for MBBR Based STP


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Chapter - 5

Solid Waste Management

5.1 Solid Waste Generation

It is estimated that approx. 365 kg/d solid waste will be generated from the

airport. From the new terminal building, waste will be generated in the form of

paper, plastics, polyethylene bags, and food waste, etc.

5.2 Solid Waste Management

The following measures will be taken for management of solid waste during

operation phase of proposed airport.

Solid wastes management will be carried out as per Solid Waste

Management Rule, 2016.

Wastes shall be collected in designated waste bins based on their types,

placed at the strategic locations.

The solid waste handling and disposal services will be outsourced to

authorized agency to ensure disposal of solid waste generated from the

proposed airport. Solid waste generated in the aircrafts will also be disposed

off at the designated waste collection points from where the agency will pick

up the garbage bags. The agency will collect the garbage from designated

bins, which will be spread over the area of proposed airport. The wet garbage

of the aircrafts comprising of leftover food in the tray from the security gates of

flight kitchens will be disposed off at the specified places.

The collected garbage will be transported in covered container and will be

arranged to dispose off after segregation of recyclable wastes as per

provisions of Solid Waste Management Rule, 2016. After collection of

garbage, garbage bins will be disinfected every day by sprinkling disinfectant

powder by the agency. Weekly washing of garbage bins will also be carried

out by this agency.

After collection of waste, solid waste management plan to be followed by

authorized agency is 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


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Chapter - 6

Energy Conservation

6.1 Energy Conservation Measures

During design and construction of new terminal building at the proposed Civil

Enclave at Kanpur necessary measures will be taken for conservation of

energy in line with “Energy Conservation Building Code –2017” and “National

Building Code 2016”. The important energy conservation measures proposed

for new terminal building are described below:

Terminal building will be designed and constructed for GRIHA Rating 4

star,

Use of Energy Efficient building material & glass,

Use of LED lamps instead of GLS lamps,

Use of Solar Backed up Light Emitting Diode Lamps instead of par lamps,

Energy efficient HVAC system,

Solar passive techniques for terminal building,

Use of 5 star BEE energy efficiency rating electrical equipments,

Microprocessor-based Building Management System (BMS) will be

installed for minimization of energy consumption,

Automatic lighting on/ off control system will be provided in the airport area

for optimum utilization of energy.

It is proposed that 100 KW solar power generation plant will be established at

the airport to produce clean energy.

By adopting above measures about 30% energy will be saved.

pre-feasibility report (pfr) · development of new civil enclave at kanpur air force base, kanpur,...

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