Pre-Feasibility Report (PFR)

Transcription

1 Pre-Feasibility Report (PFR) For Development of New Civil Enclave at Kanpur Air Force Base, Uttar Pradesh

2 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 Capacity : 107 m x 76 m : Two ATR/CRJ 1

3 Navigation Aids NDB ILS DVOR DME : AVAILABLE (IFA) : Available (Cat -I) : Available (115.3 MHz) : Available (1187 MHz) Runway Orientation Dimension 09/ m 45 m Runway Detail Runway TORA TODA LDA ASDA 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 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. 2

4 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 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 3

5 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. 4

6 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. 5

7 (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 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

8 Figure 1.1: 10 Km Radius Area around the proposed Civil Enclave 7

9 Figure 1.2: Site for New Civil Enclave at Kanpur Air Force Base 8

10 Figure 1.3: Layout Plan for New Civil Enclave 9

11 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. 10

12 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. 11

13 2.7 Screw Compressors The screw compressors are nearly as efficient as Centrifugal Compressors and consume approx 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. 12

14 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 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. 13

15 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 KW HVAC load 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. 14

16 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 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 Airport Staff (day time) Drivers/Visitors 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: 15

17 S. No. Description Water Requirement for the Proposed Civil Enclave at Kanpur 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 (Passenger Load) ,000 45, , Permanent Terminal Building Population (AAI, Airlines & O&M, ,800 3,600 8,400 Vendors) 3. Visitors etc ,000 1,000 3, Water Requirement Lit /seat for Food Court , ,625 Total in Litre/day 68,675 50, ,025 Total in kld Soft Water Demand Water requirement for HVAC (treated waste water) Say in (kld) Horticulture Water Demand to be met with treated waste water 56 Say in (kld) 56 Total Water Demand for All Purpose in kld

18 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. Consumed Bore Well Fresh Water (119 kld) Water for drinking, hand washing, food, etc. (119 kld) 12 kld Evaporation (11 kld) 4 kl/d STP (107 kld) 96 kl/d Water for Green Belt & Landscaping by Sprinkler Irrigation (56 kld) HVAC (40 kld) Treated Water Storage Tank (96 kld) Figure 4.1: Water Balance Diagram for Proposed Civil Enclave at Kanpur 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. 17

19 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 18

20 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 mg/l 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. 19

21 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 20

22 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 energyrich 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 21

23 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 22

24 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, 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, 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 23

25 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 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. 24