B-Arch Thesis Portfolio

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND KARAN ANTHONY 5TH YEAR B-ARCH

INTRODUCTION TOURISM IN NORTH INDIA

NEED FOR HIGH ALTITUDE AIRPORTS IN NORTH INDIA

• India is a country that has a varied topography, which means that the country is full of holiday destinations that cater to all kinds of travelers.

• The hill-stations in North India are a treasure trove of vast nature, authentic culture and an array of experiences filled with serenity.

• Being a major part of the Himalayas, these hill stations attract millions of domestic as well as foreign tourists throughout the years.

INTRODUCTION TO AIRPORTS • An airport is a facility where aircraft, such as airplanes and helicopters, can take off and land.

• An airport consists of at least one runway or helipad (for helicopters), with other components such as terminal buildings and hangars.

• Additionally, an airport may have a variety of facilities and infrastructure, including fixed base operator services, air traffic control, passenger facilities such as restaurants and lounges, and emergency services.

INCREASE IN TOURISM • India is famous for some of the most beautiful tourist destinations in the world like Manali, Shimla, Sikkim, Kashmir, Leh, Nainital and many more.

• Every year, a large number of tourists (domestic and foreign) visit these hill stations to experience the beauty of nature and the various local cultures.

• These tourists also enjoy sightseeing, various adventure sports and some visit these places solely for trekking in the Himalayas.

• As seen in the statistics, the number of tourists visiting these hill stations is increasing each year.

SIKKIM

HIGH ALTITUDE AIRPORTS • An airport located on a hill, at an altitude which is high above sea level is known as a high-altitude airport / alti-port.

• These airports can also be called regional airports and are smaller in size as compared to regular airports but help majorly in regional connectivity in remote locations.

• These airports are used as landing grounds for planes which are used for civil use, cargo transportation, military troop transport, aerial surveillance, search and rescue, causality evacuation and many more.

• Initially, alti-ports consisted of just a runway with a control tower and limited terminal facilities.

• Based on the terrain and runway, small size planes are used as they are easier to maneuver during harsh weather conditions.

• However, in recent times the need for air connectivity has been increasing and hence alti-ports are being designed with a much more advanced infrastructure including advanced terminals and longer runways.

• E.g. Shimla Airport, (Himachal Pradesh); Pakyong airport, (Sikkim); Leh airport.

PHAPLU AIRPORT, NEPAL

HIMACHAL PRADESH

JAMMU & KASHMIR

TRAVELING DISTANCES AND TIME TAKEN TO REACH THE DESTINATIONS • Due to lack of air connectivity, a common problem faced by most tourists is the travelling time taken to reach these destinations.

• Most tourists travel by flight to the nearest airport and hire a taxi to travel to the desired destination.

• The average time taken to travel to these destinations by car or buss ranges from 3 – 12 hours.

• The travelling time increases during peak tourism time as the amount of traffic on ghats increases.

PAKYONG AIRPORT, SIKKIM TRAVEL ROUTE TO KEDARNATH

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

TRAVEL ROUTE TO PELLING

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

INTRODUCTION NEED FOR HIGH ALTITUDE AIRPORTS IN NORTH INDIA

GOVERNMENT INITIATIVES

TRAFFIC JAMS AND ROAD CONDITIONS • With the increase in tourism, there has been an increase in taxi and buss services causing long hours of halting and traffic jams in the highways and ghats during peak tourism months.

• The road conditions in most of the hill stations are seen to be in bad conditions leading to increased traveling time.

• This also becomes unbearable for aged people and tourists who suffer from medical issues.

HARM TO ENVIRONMENT • The traffic jams that occur on highways is one of the major causes of pollution and harm to the environment.

• This leads to noise pollution, garbage littering and harm to nearby ecosystem and animal species.

• Vehicle parking is another issue which causes harm to the environment.

AIR CONNECTIVITY DURING MEDICAL EMERGENCIES • Some of these hill-stations occasionally face harsh weather conditions which lead to flooding, landslides, earthquakes etc. hence causing injuries to tourists.

• This airport could act as a landing ground for rescue teams during emergences.

GAUCHAR AIRSTRIP IN UTTARAKHAND DURING 2013 KEDARNATH FLOODING

LANDING GROUNDS FOR DEFENCE • There are many border disputes happening in places like Ladakh, Uttarakhand, Sikkim and Jammu & Kashmir.

• An airport in these regions will also help IAF and would provide tactical strength in the region.

AIMS AND OBJECTIVES

FUNDING AND OPERATIONS

AIM • To redevelop a domestic airport at a hill station in North India which would be in close vicinity to the town, hence promoting regional air connectivity and reducing the travelling time and issues faced by tourists.

• As government is encouraging regional air connectivity, project will be funded by government and operated by Airport Authorities of India. If existing airstrip if being used by IAF, it will also partly be operated partly by Indian Air Force.

OBJECTIVES • To redevelop an existing airstrip at a North Indian hill-station which comes under unserved airports according to AAI list, hence establishing air connectivity for tourist and civilians in that region.

• To study overall demographics and tourism statistics of the region and develop a projected passenger inflow for 2030.

• To study existing conditions of site and provide strategies to improve the same.

• To provide a defense hangar which will cater to IAF helicopters which occasionally conduct aerial survey in these regions.

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

PRIMARY CASE STUDY – PAKYONG AIRPORT OVERVIEW

LOCATION

• Pakyong Airport is a greenfield RCS airport at Pakyong town and is at a distance of 32km from Gangtok, the state capital of Sikkim, India.

• It is at an altitude of 1399m above sea level and is among the 5 highest altitude airports in India.

• Pakyong airport is the first airport to be ever constructed in Sikkim and was inaugurated in 2018.

• As Pakyong Airport sits approximately 60 km from the India-China border, it is considered strategically important. Hence occasionally, there are IAF flights landing in this Airstrip.

CLIMATE ANALYSIS

• The temperature during winters ranges from 1°to 15° and during summer it ranges from 15°to 25°.

During winter, there is snowfall in areas above the altitude of 4000m. The monsoon season is from July to September. Driest month is December

DEMOGRAPHICS

• As per 2011 Census, The population of Sikkim state is 610,577.

• It is estimated to reach 7.5 lakhs by 2021 according to sources. (populationu.com) • Tourism contributes majorly to the states economy.

INDIA

SIKKIM

PAKYONG TOWN, EAST SIKKIM

AIRPORT DETAILS • LOCATION • ELEVATION • ARCHITECT & ENGINEERS • SITE AREA • NUMBER OF RUNWAYS • ORIENTATION • RUNWAY DIMENSIONS • SURFACE • RUNWAY CONFIGURATION • TYPE OF AIRCRAFT • NO OF AIRCRAFTS ARRIVING/DEPARTING PER DAY • APRON LENGTH • APRON DIMENSIONS • APRON CAPACITY • NO OF HANGARS • TERMINAL AREA • PASSENGER CAPACITY • NO OF FLOORS • BUILDING MATERIALS

Pakyong town, Sikkim 1399m above sea level Punj Lloyd Group 201 acres (81 ha) 01 02/20 1700x30M ASPHALT SINGLE Dornier 228, ATR 72 31/day

N

SITE PLAN

116M 106x76M 2 NOS ATR 72 Nil 2,380 sqm 100 (Peak hours) Ground floor only RCC structure. Aluminium composite sheet used for external cladding.

PIE CHART SHOWING SITE AREA

TOURISM STATISTICS

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

PRIMARY CASE STUDY – PAKYONG AIRPORT TACKLING OF HILL DURING CONSTRUCTION • Since a plane surface (min. 150m wide) is required for the construction of structures, cutting of uphill portion should be done and the same material shall be filled at downhill portion to get the required level of runway.

• The range of cutting and filling heights are 4m-111m and 4m-72m respectively.

• Local people use the water from the 11 Jhoras (natural streams) crossing runway to meet their day to day water requirement.

• Proper drainage system had to be provided along with the conveying structures of the existing Jhoras to ensure that maximum water is available for the habitants at downstream side.

SECTION A,A’

AREAS TO BE CUT AND FILLED

SCHEME DRAWING FOR UPHILL CUTTING SLOPE PROTECTION WORKS

SOLUTION • ParaMesh walls for stabilizing valley side filling (4 to 72m High) • Gabion toe walls (3m high) at cutting side to stabilize the slope • Protection works for Cutting / filing slopes with erosion control blanket type ‘BioMac CC’ • Drainage Works for channelizing surface runoff and natural streams using Gabion cascades and RCC structures.

AREA ANALYSIS

TERMINAL PLAN 6%

4%

ZONING

13%

13% 21%

2% 3% 3% 10%

3% 9%

13%

DEPARTURE AREA

CHECK IN AREA

OFFICES

WET AREAS

MANAGEMENT AREA

ARRIVAL AREA

TICKETING AREA

SNACK AREA

SECURITY CHECK

BAGGAGE RECOVERY

WAITING AREAS

LUGGAGE CHECK POINT

• Arrival and departure areas are divided into two parts and are located at the same level.

• A gallery is located in close vicinity to the entrance containing the idol of Buddha depicting the culture of Sikkim.

• Baggage and arrival area is connected in a free flow manner where one can immediately collect the bag and exit.

OVERALL ANALYSIS • Cutting and filling is done of the hill hence providing space for terminal and overall flat land for runway.

• Runway is oriented such that aircraft flies towards an open valley and not towards a mountain.

• In terms of planning, departure and arrival areas are segregated into different parts allowing an easy flow.

• Double area is provided in the central area to enhance the experience upon entry.

• Clearstories are provided in the central area to allow entry of natural light.

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

TYPICAL DETAILS OF RCC CULVERT & GABION DROP STRUCTURE EXIT

BEFORE & AFTER VIEW OF GREEN TERRAMESH USED ON RETAINING WALL

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

PRIMARY CASE STUDY – KUTAISI AIRPORT OVERVIEW

LOCATION

• Kutaisi International Airport also known as David the Builder Kutaisi International Airport is an airport located 14 km west of Kutaisi, the third largest city in Georgia, legislative capital of Georgia and capital of the western region of Imereti.

• It is one of three international airports currently in operation in Georgia, along with Tbilisi International Airport serving the Georgian capital and Batumi International Airport near the Adjara Black Sea resort.

• The airport is operated by United Airports of Georgia, a state-owned company.

CLIMATE ANALYSIS

• The climate in Kutaisi is warm and temperate. The average temperature in Kutaisi is 13.5 °C | 56.3 °F. The annual rainfall is 1590 mm | 62.6 inch.

DEMOGRAPHICS

• There has been a decrease in population since 2002 due to decreased fertility rate and armed conflicts. However tourism has been increasing due to its historical importance and beautiful landmarks.

• The new terminal which was constructed in 2015 has boosted tourism at a tremendous rate.

IMERETY GEORGIA

AIRPORT DETAILS • LOCATION • ELEVATION • ARCHITECT & ENGINEERS • SITE AREA • NUMBER OF RUNWAYS • ORIENTATION • RUNWAY DIMENSIONS • SURFACE • RUNWAY CONFIGURATION • TYPE OF AIRCRAFT • NO OF AIRCRAFTS ARRIVING/DEPARTING PER DAY • APRON LENGTH • APRON DIMENSIONS • APRON CAPACITY • NO OF HANGARS • TERMINAL AREA • PASSENGER CAPACITY • NO OF FLOORS • BUILDING MATERIALS

Kutaisi, Georgia 68m above sea level UNStudio 1302 acres approx 01 07/25 2500x45M Asphalt Single

LONGITUDINAL SECTION

B737, A320, L410 Average 20-25/day

FIRST FLOOR PLAN

330x100M 8 nos B737 2 nos 24176 sqm 1000 (Peak hours) G+1 Steel structure. Aluminium glass and wood have also been used.

• The roof is designed such that during summers, solar panels are installed according to sun path in order to decrease energy consumption. Shaded portion prevents excessive heat entry.

• During winters, sun is directly above the descended portion of the roof, allowing heat to enter into the terminal area.

• There is a well segregation between arrival and departure areas with the central courtyard having informal seating spaces.

PIE CHART SHOWING SITE AREA 2%1%

ARRIVING PASSENGERS

• 97% of the site consists of air side while terminal is 1%.

• Landside areas including parking and drop off points are 2% of site area.

GROUND FLOOR PLAN

DEPARTING PASSENGERS

97%

ANNUAL PASSENGER ARIVALS

KUTAISI DISTRICT

LAND SIDE

TERMINAL

AIR SIDE

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

SITE PLAN

TOP- ZONING LEFT- CIRCULATION

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

PRIMARY CASE STUDY – KUTAISI AIRPORT EXPANSION OF TERMINAL

LANDSIDE ELEVATION

• The 55-metre tall air traffic control tower and its supporting office/operational building is designed to complement the design of the terminal.

• The traffic control cabin on the top level forms the focal point of the tower, with a 360-degree view on the surrounding landscape.

• A spacious and comfortable interior ensures a workspace for 4-8 operators with optimal concentration.

LONGITUDINAL SECTION • For the expansion, the old security and immigration block were converted into departure. The entire check in area was demolished and a new one consisting of 8 counters was constructed. Arrival hall has an entire new space.

ISOMETRIC VIEW OF TERMINAL

OVERALL ANALYSIS

ORIGINAL TERMINAL

EXTENSION

VIEW OF PODIUM

VIEW OF ELEVATED GARDEN

NEW SITE PLAN

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

• The new central passenger hall echoes the departure hall's umbrella-like ceiling structure.

• A timber staircase gradually bring passengers up to a higher level, where they find food and beverage outlets.

• This space extends out onto the building's roof, creating a huge elevated plaza.

• Wrapped by stepped seating, this space acts as a green recreational hub and a waiting area for early arrivals, visitors and their families.

• A green roof is provided which helps in thermal insulation and reduces outside noise causes at the airfield.

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

PRIMARY CASE STUDY – AURANGABAD AIRPORT OVERVIEW

LOCATION

• Aurangabad airport is a public airport located in Aurangabad, Maharashtra, India.

• It is located about 5.5km east of the city center.

• The airport is owned and operated by the Airports Authority of India with one passenger terminal with a 190000 Sqft floor area.

• The airport ordinally only has domestic destinations.

• However its operators seasonally run Haj services using makeshift immigration and custom counters.

INDIA

CLIMATE ANALYSIS

• Aurangabad is influenced by the local steppe climate.

• The temperature here averages 25.2 °C | 77.3 °F. The annual rainfall is 777 mm | 30.6 inch.

TOURISM MAP

AIRPORT DETAILS • LOCATION • ELEVATION • ARCHITECT & ENGINEERS • SITE AREA • NUMBER OF RUNWAYS • ORIENTATION • RUNWAY DIMENSIONS • SURFACE • RUNWAY CONFIGURATION • TYPE OF AIRCRAFT • NO OF AIRCRAFTS ARRIVING/DEPARTING PER DAY • APRON LENGTH • APRON DIMENSIONS • APRON CAPACITY • NO OF HANGARS • TERMINAL AREA • PASSENGER CAPACITY • NO OF FLOORS • BUILDING MATERIALS

MAHARASHTRA

AURANGABAD

EXISTING SITE PLAN Aurangabad, India 582m above sea level Punj Lloyd Group 557.55 acres 01 09/27 2835 x 45M ASPHALT SINGLE A320, B-737, B767, ATR72 31/day

SITE PLAN

APRON PLAN

PROPOSED SITE PLAN W PROPOSED TAXIWAY

116M 220x145M A320, B-737, B767, ATR72 1 22964.35 sqm 700 Ground + 1 RCC + steel structure.

Aluminium composite sheet used for external cladding.

PIE CHART SHOWING SITE AREA 7% 1%

• The airport is directly connected to Jalna Aurangabad highway. Currently there is an existing single runway with turnarounds.

• But a new taxiway is being proposed.

• The old terminal at the site is being used as a cargo hangar.

92% LAND SIDE

TERMINAL

AIR SIDE

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

PRIMARY CASE STUDY – AURANGABAD AIRPORT PROJECT HISTORY

AREA ANALYSIS 6%

4%

6%

ADMINISTRATION

6%

ARRIVAL CONCOURSE

3%

IMMIGRATION

8%

BAGGAGE CLAIM AREA 17%

GATE LOUNGE

13%

VISITORS CONCOURSE 6% 6%

SECTION

DEPARTURE CONCOURSE

CHECKIN CONCOURSE TOILETS AMENITIES

25%

CIRCULATION

STRUCTURAL SYSTEM

• RCC columns have been used as primary structural member.

• Steel pipe sections have been connected to these columns using pin joints.

• These pipe sections connect to the truss members which support the sheet roofing.

• In the early 1990s, the Government of Maharashtra attempted to develop tourism in Aurangabad district (Ajanta, Ellora, Daulatabad, Bibi Ka Magara in Aurangabad city) but the project failed to take off.

• Late in the decade the government awarded it to JBIC (Japan Bank for International Cooperation), which planned, financed and implemented the project. JBIC was to assist in several ways - monument conservation, airport expansion, upgrading roads to the monuments, improving water quality, expanding electrical service and implementing a visitormanagement system.

• Funds required for the fist phase were =817.1 million, of which = 694.8 million was allocated by JBIC. • This phase concentrated on the basic infrastructure and necessary amenities in and around Aurangabad.

• The second phase (costing € 3.60 billion) received about 3 billion from JBIC, with the remainder

SUSTAINABILITY

ARCHITECTURAL FEATURES FIRST FLOOR PLAN

• The roof projection at the entrance is an 'open style' modern artistic design.

• Robust pillars depict the local architecture of Ajanta and Ellora caves and brings its resonance to the spaces inside the terminal.

VIEWS

GROUND FLOOR PLAN

CHECKIN HALL

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

AIRSIDE VIEW

• The large glass openings and roof lighting has been designed to reduce the use of energy and maximize natural sources of light and ventilation.

• In the new proposed site plan, a total combined area of 30 acres has been provided for installation of solar panels in order to reduce energy consumption.

OVERALL ANALYSIS • A systematic approach is used for planning in terms of arrangement of spaces.

• ATC is located such that it gets an overall view of the entire runway and apron area.

• Segregation is done for departure hall and arrival hall in order or avoid chaos between passenger circulation.

• Large openings are used to reduce energy and maximize natural light and ventilation.

• Columns speak about the architecture of Aurangabad.

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

SECONDARY CASE STUDY – TELLURIDE AIRPORT LOCATION

OVERVIEW

VIEW OF SITE

• The Telluride Regional Airport is a public airport located in southwest Colorado, approximately four miles west of the Town of Telluride.

• Built in 1980, The Airport is a critical asset for the Telluride resort community which is driven economically by tourism.

• This objective was partially intended to help ward off increased vehicle usage, and subsequent needs such as parking, in effort to maintain the area’s rich historic culture.

• Due to increased tourism in the region, there was a need to redevelop parts of the airport, provide a new strategic plan to support the Airport’s need for the next 20 years.

CLIMATE ANALYSIS

USA

• It is cold and temperate in Telluride. The climate here is classified as Dfb by the KöppenGeiger system. The average temperature in Telluride is -0.6 °C | 31.0 °F. Precipitation here is about 852 mm | 33.5 inch per year.

TELLURIDE, COLORADO

SUSTAINABILITY

AIRPORT DETAILS • LOCATION • ELEVATION • ARCHITECT & ENGINEERS • SITE AREA • NUMBER OF RUNWAYS • ORIENTATION • RUNWAY DIMENSIONS • SURFACE • RUNWAY CONFIGURATION • TYPE OF AIRCRAFT • NO OF AIRCRAFTS ARRIVING/DEPARTING PER DAY • APRON DIMENSIONS • APRON CAPACITY • NO OF HANGARS • TERMINAL AREA • PASSENGER CAPACITY • NO OF FLOORS • BUILDING MATERIALS

Telluride, Colorado, USA 2767m above sea level Reynolds, Smith and Hills, Inc 542 acres 01 9/27 2167 x 30m Asphalt/grooved Single F50, A119, B463, BE99 Avg 26/day

170x60M B463x4nos, BE99x6nos 5 1714 sqm 75-100 during peak hours Ground + 1 Steel structure. Aluminium composite sheet used for external cladding.

PROPOSED SITE PLAN OPTIONS • In Alternative 1 the snow removal and maintenance area has been relocated, allowing more floor area for the terminal, while in Alternative 2, entire terminal block has been shifted giving more space for the apron area.

• Parking in Alternative 2 has been shifted to north creating a better distinction between landside and airside.

• Taxiways have been improved and additional parking space has been provided for aircraft parking.

RUNWAY DESIGN PLANNING CRITERIA

• Runway faces an open valley at 90 degree and 270 degree such that planes taking off or landing do not collide with a mountain cliff.

• Due to site restrictions, a turn-around taxiways is provided instead of a parallel taxiway.

EXISTING SITE PLAN

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

TERMINAL PLAN

• Low cost, locally available materials have been used for construction.

• Large opens provided to allow maximum amount of sunlight as it is in a cold region.

OVERALL ANALYSIS • Initially, as the requirement was less, a hangar itself was used as a terminal which had very less floor area.

• With the increased need, modifications were made to the overall master plan including relocation of terminal in order to handle more amount of passengers and aircraft flow.

• Small to medium size aircrafts are operated from here due to the surrounding terrain and runway restrictions.

• Runway is oriented towards a valley in order to avoid collision into a cliff during takeoff.

• Due to site limitations, a turn-around taxiway is provided instead of a parallel taxiway.

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

SECONDARY CASE STUDY – DEHRADUN AIRPORT LOCATION

OVERVIEW • The state of Uttarakhand depends on tourism – the backbone of its economy. Dehradun Airport, also known as Jolly Grant Airport, is a domestic airport located 25 km south-east of Dehradun.

• As many airports in Uttarakhand come under unserved airports and are not in much use, hence this airport is a major connectivity hub in the state.

• The airport was built in 1974 and initially use to only handle small size Dornier aircraft but over time, it has had several expansions and can now handles many large size aircrafts.

• With increase in passengers a new international terminal was constructed at a site adjacent to the existing terminal.

VIEW OF NEW TERMINAL

INDIA

VIEW OF OLD TERMINAL

UTTARAKHAND

• The climate here is warm and temperate. This climate is considered to be Cwa according to the Köppen-Geiger climate classification. In Dehradun, the average annual temperature is 20.4 °C | 68.8 °F. About 1441 mm | 56.7 inch of precipitation falls annually

DEHRADUN

AIRPORT DETAILS • LOCATION • ELEVATION • ARCHITECT & ENGINEERS • SITE AREA • NUMBER OF RUNWAYS • ORIENTATION • RUNWAY DIMENSIONS • SURFACE • RUNWAY CONFIGURATION • TYPE OF AIRCRAFT • NO OF AIRCRAFTS ARRIVING/DEPARTING PER DAY • APRON DIMENSIONS • APRON CAPACITY • NO OF HANGARS • TERMINAL AREA • PASSENGER CAPACITY • NO OF CHECKIN COUNTERS • NO OF FLOORS • BUILDING MATERIALS

CLIMATE ANALYSIS

SUSTAINABILITY

OLD TERMINAL FEATURES Jauligrant, Uttarakhand 566m above sea level Harpal Singh (AAI) 326 acres 01 08/26 2140x45M Asphalt Single

VIEW OF GATE LOUNGE

VIEW OF TERMINAL FACADE

VIEW OF SECURITY CHECK HALL

VIEW OF GATE LOUNGE

• Large glass opens and skylights are provided to allow heat to enter the building as it is in a cold region.

B747, AB300, B737, ATR72 Approx 30-50/day

OLD TERMINAL LAYOUT 253.5m x 115m B747x8nos, ATR 72x4nos 2nos Old- 4200, New- 42766sqm 1800 during peak hours 11

• A clear segregation is done between arrival and departure zones in order to avoid chaos between passengers in the terminal.

• First floor consists of restaurants, lounge areas etc.

Ground + 1 Concrete + steel. Aluminium composite sheet used for external cladding.

NEW TERMINAL FEATURES • The new terminal handles 1800 passengers during peak hours.

• The design of the columns are inspired by the shape of the state flower of Uttarakhand.

• Large paintings are done in the interiors which depict the culture of Kedarnath and Badrinath.

• Pawan Hans touring facility placed separately in order to avoid collision between different activities.

SITE PLAN

VIEW OF MULTIPLE DROP OFF LANES

4 NOS AEROBRIDGE PROVIDED

HERITAGE PAINTINGS IN INTERIORS

SEATING AREAS WITH GREENERY

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

OVERALL ANALYSIS • In terms of site plan, there is proper segregation between airside and landside activities.

• Pawan Hans touring facility is located away from main terminal to avoid collision between different activities.

• Due to space restrictions, turn around taxiway is provided instead of a parallel taxiway.

• The airport handles large aircrafts arriving from metro cities, but also handles a large number of ATR 72 which are used for connectivity in remote locations.

• Clear segregation between arrival and departure is done in the terminal in order to avoid chaos between passengers.

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

CASE STUDY COMPARITIVE ANALYSIS PRIMARY CASE STUDIES POINTS FOR ANALYSIS

PAKYONG AIRPORT, SIKKIM, INDIA

CHIKALTHANA AIRPORT, AURANGABAD, INDIA

SECONDARY CASE STUDIES KUTAISI AIRPORT, GEORGIA

YEAGER AIRPORT, WEST VIRGINIA, USA TELLURIDE AIRPORT, COLORADO, USA

JOLLY GRANT AIRPORT, DEHRADUN, INDIA

INFERENCE

Dehradun, Uttarakhand, India

Located in an area which is in close vicinity to a town/city hence helps in direct air connectivity to that city.

Climate gives scope to different styles of design approaches, for eg. Courtyards, greenroofing etc.

IMAGE

LOCATION

Pakyong town, Sikkim, India

Chikalthana, Aurangabad, India

Kutaisi city, Emerety, Georgia

West Virginia, USA

Colorado, USA

CLIMATE

Annual temperature ranges from 5 °C to 22 °C. Highest monthly average rainfall is 649.6mm.

Aurangabad is influenced by the local steppe The climate in Kutaisi is warm and temperate. climate. The temperature here averages 25.2 °C The average temperature in Kutaisi is 13.5 °C | | 77.3 °F. The annual rainfall is 777 mm | 30.6 56.3 °F. The annual rainfall is 1590 mm | 62.6 inch. inch.

Annual temperature ranges from 1 °C to 23 °C. Annual temperature ranges from -0.6 °C to 31 Mean annual precipitation - 890mm - 1520mm. °C. Annual precipitation is 852mm.

Annual temperature ranges from 5 °C - 32 °C. Annual precipitation is 1441mm.

ELEVATION

1399m above sea level

582m above sea level

68m above sea level

1010m above sea level

2767m above sea level

566m above sea level

SITE AREA

201 acres

557.55 acres

1302 acres approx

767 acres

542 acres

326 acres

Higher elevation causes more chances of turbulance.

-

Clear segregation of spaces should be done for landside, terminal and airside. Hangars & parking bays connected to apron and terminal allow ease in maintenance. Segregation between Apron and runway is done to avoid possible collisions during landing and also reduces aircraft noise at the terminal.

SITE PLAN & SITE ZONING

NO OF RUNWAYS

1

1

1

2

1

1

-

RUNWAY AND NEARBY TERRAIN

If runway is located on a hill, orientation should be such that it opens up into a valley.

RUNWAY CONFIGURATION RUNWAY ORIENTATION

Runway faces an open valley at 20 degree and 200 degree Single 02,20

The airport is surrounded by plains.

Single 09,27

The airport is surrounded by plains.

Single 07,25

RUNWAY DIMENSIONS

1700x30M

2835 x 45M

2500x45M

SURFACE

Asphalt

Asphalt

Asphalt

Both runways have low rise hills on all sides.

Interecting runways 5,23 & 15,33

Runway faces an open valley at 90 degree and 270 degree Single 9,27

Overall flat surroundings but faces Shivalik Ranges at runway end (260 degree) Single 08,26

1921x45.7M & 1447.8x45.7M

2167 x 30M

2133x45M

Larger runways are able to handle larger flights, which in turn increases passenger arrival.

Asphalt

Asphalt is used for runways as it is more durable and easier to construct as compared to other materials.

Asphalt

Asphalt/grooved

-

Longer runways are able to handle larger flights, which in turn is more economical for tourists.

TYPE OF AIRCRAFTS ARRIVING

Dornier 228, ATR 72, helicopters

A320, B-737, B767, ATR72

B737, A320, L410

Single/multi-jet, N472CA, N12530 N14514 & Many more.

F50, A119, B463, BE99, WW23 & many more

NO OF AIRCRAFT ARRIVING/ DEPARTING PER DAY

31/day

50-60/ day

Average 20-25/day

Average 66/day

APRON DIMENSIONS

106x76M

220x145M

330x100M

Civil Apron (L-Shape) - 300x80m, 285x80m 170m x 60m Defence apron (L-Shape) - 320x135m, 260x120m

APRON CAPACITY

2 NOS ATR 72

4 nos ATR72

8 nos B737

NO OF HANGARS

Nil

Nil

TERMINAL AREA

2,380 sqm

PASSENGER CAPACITY

100 during peak hours

Average 26/day

B747, AB300, AB 320, B737, ATR 72 Average 60-70/day

253.5m x 115m

2 nos

Civil Apron - 2 nos N472CA, 9 nos N14514 Defence apron - 9 nos A400M 23

8

22964.35 sqm

4500 sqm, 24176 sqm after expansion.

12050 sqm

1714 sqm

4200 sqm

700

1000 (Peak hours)

Approx 75 during peak hours

150 during peak hours

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

-

4 nos ATR 72

Number of aircrafts arriving is based on the number of people travelling to that city on regular basis.

The size of the apron governs the number of planes that can halt at one time to pick/drop off passengers.

Terminal area is based on the number of passengers arriving daily.

-

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

CASE STUDY COMPARITIVE ANALYSIS TERMINAL ZONING

Segregation should be done for arrival and departure halls to allow ease in flow and prevent chaos and passenger collision. Shops, restaurants and lounges allow passengers to relax while waiting for the flight.

SECTIONAL ZONING

Domestic departures & arrivals can be operated from the ground floor while international arrivals can be operated from the first floor.

-

STRUCTURAL SYSTEMS

RCC framing system and steel trusses used.

BUILDING MATERIALS

Glass along with Aluminium composite sheet is Aluminium panelling along with glass is used for Aluminium panelling, glass and wood have been A combination of aluminium panelling in some used for external cladding. the façade. used. places and regular plaster is used.

SUSTAINABILITY

RCC and steel structural system.

Steel structure.

Mix of RCC and steel.

-

Steel structural system used.

The roof is designed such that during summers, solar panels are installed according to sun path in order to decrease energy consumption.

Double height with clear story is provided in the The large glass openings and roof lighting has Shaded portion prevents excessive heat entry. central area to allow entry of natural light. Large been designed to reduce the use of energy and During winters, sun is directly above the glass opens are provided to allow heat to enter maximize natural sources of light and descended portion of the roof, allowing heat to Planning is such that natural lighting can enter the building as it is in a cold region. ventilation. enter into the terminal area. even central parts of the building.

-

Steel structural system used to handle larger spans.

Local available materials have been used. Some Aluminium panneling used along with spandril spaces have been designed within existing glass curtain wall used for external cladding. hangars To reduce extensive construction.

Mix of RCC and steel is a good solution as Strength of RCC is good and Steel is able to handle larger spans.

Building materials are used depending upon the overall concept of the building.

Depending upon climatic conditions, structure can be designed to maximize daylighing and natural ventilation, hence reducing energy consumed by the building.

Low cost, locally available materials have been used for construction. Large opens provided to Large glass opens and skylights are provided to allow maximum amount of sunlight as it is in a allow heat to enter the building as it is in a cold cold region. region.

Each airport has an element that depicts the local town/city. Outdoor informal seating areas can be used as recreational hubs for passengers while waiting for flights.

ARCHITECTURAL FEATURES

The roof projection at the entrance is an 'open The informal steps at the expanded terminal The concept and shape is derived from the style' modern artistic design.

Robust concourse leads to a lounge area, which in turn various monasteries present in Sikkim. A gallery pillars depict the local architecture of Ajanta leads to an outdoor elevated garden which is a The columns and sloping roof give a classical with the stateau of Buddha is present bringing and Ellora caves and brings its resonance to the recreational hub for passengers until they catch look to the structure but planning is done in a in the culture of the region. spaces inside the terminal. their flight. more contemporary way.

SERVICES

Compartmentation is done where different AHU Separate AHUs are used for handling departure Separate AHUs are used for handling departure rooms are located in different sections of the and arrival halls. and arrival halls. airport which handle ventilation in that section.

ESSENTIAL TAKEAWAY

Cutting and filling is done of the hill hence Good site planning as commercial terminal, providing space for terminal and overall flat A systematic approach used for planning in military terminal and avation training area are land for runway. Runway is oriented such that it terms of arrangement of spaces. Large openings An interesting design concept which responds to located separately. Terminal layout has well opens up to a valley on both ends. Systematic used to reduce energy and maximize natural climatic conditions and at the same time forms segregated spaces. Parking structure is able to planning and well segretation of spaces. light and ventilation. Columns speak about the ineresting recreational spaces for passengers. handle a large number of cars within a small Architecture is derived from monasteries in architecture of Aurangabad. space. sikkim.

-

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

An existing hangar was expanded and converted Overall contemporary look. Large glass to a terminal, hence not much thought in terms openings alow more amount of natural light to of architectural character. enter into the structure.

-

-

Separate compartmentation should be done for AHUs to handle ventilation in that area.

For hilly regions, cutting and filling of land can create flat land required for airports. Systematic Planning has well segregated spaces. segregation of spaces should be done for arrival A good example of site planning and site zoning Restaurants provided in upper floors allowing and departure halls to avoid crowds. Climate and how proposed upgradation of airport is more space in passenger waiting areas. RCC responsive design strategies can be used as being planned. and steel is a good solution as Strength of RCC concepts which reduce energy consumption is good and Steel is able to handle larger spans. while at the same time enhance experience of the users.

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

INTRODUCTION TO THE SITE • Gauchar is situated on the left bank of river Alaknanda, surrounded by the Himalayas.

• This town is in close vicinity to the holy destinations of Kedarnath and Badrinath.

• It also hosts some of the largest trade fairs across the state and is famous for the Gauchar Mela that takes place every year.

• The Gauchar airstrip is an un-used and is among AAI list of ‘unserved airports’.

• The airstrip played a vital role in the 2013 Kedarnath flooding as it was a major basepoint for rescue operations.

LOCATION

HISTORY OF THE AIRSTRIP

UTTARAKHAND, INDIA

KEDARNATH TEMPLE

BADRINATH TOWN

• Kedarnath is a holy Hindu town located in Rudraprayag district of Uttarakhand in India. It is one of the Char Dhams located in the Himalayas.

• It is one of the most revered Hindu shrines and millions of pilgrims partake in arduous pilgrimages every year.

• Badrinath is a Hindu holy town and a nagar panchayat in Chamoli district in the state of Uttarakhand, India.

• It is one of the four sites in India's Char Dham pilgrimage and is also part of India's Chota Char Dham pilgrimage circuit.

• It gets its name from the Badrinath Temple.

TOURISM STATISTICS & DEMOGRAPHY

• Gauchar came to light in 1938 when Pandit Jawaharlal Nehru along with his sister arrived here on the way to a personal visit to Badrinath.

• The flat land was the property of the Panwar kings of Garhwal and it was donated to the state later on post independence.

• The airstrip was constructed between 1998-2000 but due to lack of funding, no proper airport infrastructure could be developed.

GAUCHAR, CHAMOLI DISTRICT

NEARBY AIRPORTS

NEWSPAPER ARTICLES

• The number of tourists visiting Badrinath in 2019 is 12,50,000. As per growth rate, it can be assumed that the number of tourists visiting Badrinath by 2030 is 19,50,000.

PROVISION FOR I.A.F • Dehradun-Gauchar – 198km(5hr 45min) • Pantnagar-Gauchar – 250km(7hr 52 min) • Pithoragarh-Gauchar – 242km(8hr 15min)

OTHER NEARBY TOURIST DESITNATIONS

• The population of Chamoli and as per 2011 census is 3,91,605. Considering avg growth rate as per statistics, the population in 2030 is assumed to be 5,50,000.

REGIONAL CONNECTIVITY SCHEME NANDA DEVI PEAK (2nd highest peak in India, 20th highest peak in the world)

TUNGNATH (Highest Shiva temple in the world)

VALLEY OF FLOWERS (Bestowed with the most rare and exotic Himalayan flora)

AULI SKI RESORT (One of the three most well-known ski resorts in India)

• According to UDAN scheme and NCAP, the government is promoting air connectivity in remote locations in order to boost tourism and regional air connectivity.

• The Government and AAI is proposing new airports in remote locations and also plans to revive existing unserved airstrips.

• Gauchar airstrip comes under this list and new interstate air routes have been proposed.

AAI LIST OF UNSERVED AIRSTRIPS

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

• An airport in this region will be beneficial for IAF as they can use it as a landing ground during aerial survey

CURRENT ROUTE TO BADRINATH 50 MINS (272KM)

9HRS 30 MINS (329KM)

BADRINATH

DEHRADUN

DELHI

Total time – 10hrs 20mins (11hrs 20mins with road conditions and traffic during peak times)

ROUTE AFTER PROPOSAL OF AIRPORT AT GAUCHAR 1 HR (285KM)

DELHI

4HRS (130KM)

GAUCHAR

BADRINATH

Total time – 5 Hrs (6hours with road conditions and traffic during peak times) • This shows that approximately 5hrs 20mins of the travel time could be cut down by proposing the terminal at Gauchar.

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

SITE ANALYSIS CLIMATE ANALYSIS

S.W.O.T ANALYSIS

SURROUNDING TOPOGRAPHY

STRENGTH • Location has lot of tourist inflow as it is in close vicinity to Kedarnath and Badrinath towns.

• Has direct connectivity to Badrinath road, hence easy accessibility.

• Many tourist facilities including homestays, medical clinics, travelling service etc are located in the town.

AVERAGE RAINFALL CHART

AVERAGE TEMPERATURE CHART

• The climate is warm and temperate in Gauchar.

• The average temperature in Gauchar is 15.1 °C | 59.2 °F. The annual rainfall is 1683 mm | 66.3 inch.

• From the climate analysis we can conclude that the site will face overall suitable conditions but in winter there could be snow.

• Most tourists (70%) are likely to visit between April and September, however some tourists (30%) would like to visit even during winters to experience snow.

WEAKNESS • Being in a hilly region, could occasionally face bad weather conditions like fog and snow during certain months.

• Based on topography, the most suitable aircrafts that can be used in this region are Dornier 228, ATR 42-600 and ATR 72-600 as they are known for their • The airstrip has a versatility in steep tabletop runway at approaches. They are an altitude of 810m also lightweight and above sea level. suitable for all climates.

SECTION A,A’

OPPORTUNITIES • Site has an existing hangar and Pawan Hans operates helicopter touring facilities from this airstrip hence gives opportunities for a new terminal.

• Will promote tourism and air connectivity in this entire region.

• As it is used occationally as landing grounds by IAF, defence areas could be proposed.

THREATS • Located in the midst of a town, hence town could face noise of aircraft.

SECTION B,B’ B’

EXISTING SITE IMAGES

NORTHERN HIMALAYAN WINDS

ACCESS ROAD

WIND ROSE DIAGRAM

A

A’

GAUCHAR TOWN

N

B

ALAKNANDA RIVER

SITE PLAN

GAUCHAR FIELD

• The site has an area of 4,38,365 sqm (108 acres) and has an existing access road from the Badrinath highway, hence the same could be used during planning period.

• Central area has space for proposal for defense hangar and aircraft parking spaces and is suitable as it will be away from the domestic terminal.

• An access road runs along the site in the southern side. Hence this road could be used as an entry point to the site for defense area.

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

PROJECT BRIEF TYPE OF AIRCRAFT ARRIVING AT SITE

PEAK HOUR PASSENGER CAPACITY

DESIGN BRIEF - DOMESTIC TERMINAL AT GAUCHAR AIRSTRIP, UTTARAKHAND SR.NO 1

SPACE/ ACTIVITY ADMINISTRATION 1 AAI Office -Common workstation area -Managers Cabin with attached toilet -Private cabins -Server room -Store room -Gents Toilet -Ladies Toilet 2 Security offices -Head of security cabin -CCTV & surveillance room with toilets 3 Terminal Management -Common workstation area -Gents Toilet -Ladiess Toilet -Store room -Manager cabin with toilet 4 Public adress system room 6 Conference Room 8 Ticket counter with back office 9 Briefing room 10 Apron control room 11 Staff canteen -Seating area -Kitchen -store 12 Gents locker room 13 Ladies locker room 14 Gents toilet 15 Ladies toilet

PASSENGER CAPACITY DURING PEAK HOURS DESCRIPTON

DATA 12,50,000 19,50,000 3,91,650 5,50,000 25,00,000 7,50,000

Tourist arrivals in 2019 Tourist arrivals in 2030 Chamoli district population 2019 Chamoli district population 2030 Total number of tourists + locals Considering 30% tourists travel by flight

REMARK As per statistics Assumed as per growth rate As per statistics Assumed as per growth rate 19,50,000 + 5,50,000 30% of 25,00,000

Note: Peak tourism months according to statistics are April, May, June, July, August and September. Hence we can consider 70 % visitors arrive during this time while 30% arrive during the rest of the year.

Hence no of tourists arriving between April & September No of tourists arriving in May (Peak tourism month)

2,822.5, say 2,825

70% of 7,50,000 5,25,000 / 6 months Assuming airport operates 31 days per month (87,500/31)

Note: As per location, we can consider that airport will operate from 7am to 5pm ie. 10 hours per day.

As per hourly zoning we can assume 5 hours of high traffic, 3 hours of medium traffic & 2 hours of low traffic.

Hence, No of passengers during high traffic hours (5 hours) 1836.2, say 1,840 65 % of 2,825 passengers No of passengers per hour (peak hour) 368, say 370 1,820 / 5 hours 706.25, say 710 235

25 % of 2,825 passengers 710 / 3 hours

280 140

10 % of 2,825 passengers 280 / 2 hours

No of passengers during low traffic hours No of passengers per hour

Note: Airport will be designed as per peak hour capacity.

Considering 8% overload factor, incase of emergency landings and flight delays, Peak arrival hall capacity 400 passengers Peak departure hall capacity 400 passengers 800 passengers

Note: Considering the location, the suitable aircraft which can land here is ATR 72 (80 seater aircraft).

Hence Apron should hold 5 ATR 72 aircrafts at a time (80x5=400) Turnaround time required for each aircraft is 30mins

DEFENSE HANGAR FOR I.A.F • Being in close vicinity to the border, the Indian Air Force occasionally conducts aerial surveys, and other activities in these regions.

• Provision for a defense hangar will be made at one part of the site.

AAI OFFICE TERMINAL MANAGEMENT & OFFICES MANAGER CABIN PUBLIC ADRESSING ROOM CONFERENCE ROOM TICKETING COUNTER & OFFICE BRIEFING ROOM APRON CONTROL ROOM STAFF CANTEEN GENTS LOCKER ROOM LADIES LOCKER ROOM STAFF TOILETS DEPARTURE CONCOURSE TICKETING HALL BAGGAGE XRAY AREA BANKING FACILITY MEDICAL ROOM (COVID) ISOLATION ROOM CHECK-IN HALL SECURITY CHECK HALL BAGGAGE HANDLING AREA GATE LOUNGE CAFÉ RESTAURANT DUTY FREE SHOPS PASSENGER TOILETS VIP LOUNGE ARRIVAL CONCOURSE ARRIVAL HALL PASSENGER TOILETS BAGGAGE CLAIM AREA GREIVANCE ROOM PUBLIC RESTAURANT VIP LOUNGE BANKING FACILITY DUTY FREE SHOPS SECURITY ROOM LOST & FOUND DEPARTMENT TAXI BOOKING CENTER TOURIST INFORMATION CENTER

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

TOURIST INFORMATION CENTER

TAXI BOOKING CENTER

LOST & FOUND DEPARTMENT

SECURITY ROOM

DUTY FREE SHOPS

BANKING FACILITY

VIP LOUNGE

PUBLIC RESTAURANT

GREIVANCE ROOM

BAGGAGE CLAIM AREA

PASSENGER TOILETS

ARRIVAL HALL

ARRIVAL CONCOURSE

VIP LOUNGE

PASSENGER TOILETS

DUTY FREE SHOPS

RESTAURANT

CAFÉ

GATE LOUNGE

BAGGAGE HANDLING AREA

SECURITY CHECK HALL

CHECK-IN HALL

ISOLATION ROOM

MEDICAL ROOM (COVID)

BANKING FACILITY

BAGGAGE XRAY AREA

TICKETING HALL

DEPARTURE CONCOURSE

STAFF TOILETS

LADIES LOCKER ROOM

GENTS LOCKER ROOM

TICKETING COUNTER & OFFICE

CONFERENCE ROOM

PUBLIC ADRESSING ROOM

SPACES

MANAGER CABIN

3

TERMINAL MANAGEMENT & OFFICES

• Pawan Hans, owned by the government is a helicopter touring facility which is currently operating at the site.

• This helicopter takes tourists and pilgrims to the Holy towns of Kedarnath and Badrinath.

• Provision for this service will be made on site.

DASSAULT FALCON 10

AREA MATRIX

AAI OFFICE

PAWAN HANS TOURING FACILITY

DORNIER 228

NO OF UNITS

AREA REQ (SQM)

15 1 1 2 0 5 5

1 1 4 1 1 1 1

50 20 60 40 20 As per req As per req

2sqm per person + circulation Area considered with attached toilet.

15sqm per cabin

1 8

1 1

20 40

Area considered with attached toilet.

20 5 5

1 1 1 1 1 1 1 5 1 1

60 As per req As per req 15 20 20 30 50 30 20

2sqm per person + circulation

1 1 1 1 1 1 1 TOTAL PRINCIPAL

100 20 15 40 40 As per req As per req 710

Area for 50 persons = 50x1.6= 80. + 20% circulation=100

240

1 1

40% of the passengers = 160. 1.5sqm/ person= 160x1.5=240. +15% circulation =270 sqm

80 2 15 5 320

1 2 1 1 1 1

160 5

1 1

270 40 20 200 30 30 40 60 820 As per req As per req 350 30 15

400 65

5

1470

4 10

2 2 2 1 1 1 5 5 1 1

40

1

1 1 TOTAL PRINCIPAL

200 40 30 200 30 15 200 75 20 20 As per req As per req 150 As per req As per req 20 15 4390

ARRIVAL HALL - (400 passengers - 40% seating area, 60% baggage claim area) 1 Arrival concourse (visitors) 200 1 -Gents toilet -Ladies toilet 2 Arrival hall with seating area 160 1 -Gents toilet -Ladies toilet 3 Baggage claim area 240 1 -Greivance room 2 1 4 Café 40 1 -Kitchen 5 1 -Store room 1 5 VIP lounge 40 1 -Kitchen+bar 3 1 -Store room 1 4 Banking facility 2 1 5 Duty free shops 2 2 6 Security room 4 1 7 Lost and found department 2 1 8 Taxi booking center 2 1 9 Tourist information center 2 1 TOTAL PRINCIPAL

350 As per req As per req 250 As per req As per req 920 20 80 30 15 80 20 15 30 80 30 20 20 20 1980

TOTAL TERMINAL CARPET AREA NET CARPET AREA (WITH 15% CIRCULATION) TOTAL TERMINAL BUILT UP AREA (5% WALL AREA)

7955 9,100 9,555

DEPARTURE HALL - (400 passengers) 1 Departure concourse -Security check que area -Trolley storage 2 Ticketing hall 3 Baggage xray area 4 Banking facility 5 Medical room (covid checking) 6 Isolation room 7 Check in hall -Gents toilet -Ladies toilet 8 Security check area -Security & Interrogaton room -Store room 9 Gate lounge -Lounge 1 10 Café -Kitchen -Store room 11 Restaurant -Kitchen -Store room 12 Duty free shops -Store room 13 Babies room 14 Prayer room 15 Gents toilet 16 Ladies toilet 17 VIP lounge -Gents toilet -Ladies toilet -Kitchen -Store room

Using same data as above

STAFF CANTEEN

Total airport terminal passenger capacity

2

OTHER PROBABLE AIRCRAFTS

APRON CONTROL ROOM

No of passengers during medium traffic hours No of passengers per hour

• ATR 72 (Aerei da Trasporto Regionale) is a lightweight regional aircraft with a maximum seating capacity of 80 seats.

• It is known for its versatility in steep take off and landing approaches and hence is most suitable for this airport.

BRIEFING ROOM

No of tourists arriving per day

5,25,000 87,500

NO OF USERS

4 1 2 3 4 5 6 7 8

MAINTENANCE AND SERVICES Baggage handling area AHU rooms Electrical room DG and Panel room ATC Firefighting station Snow removal equipment storage Maintenance hangar

5

HELICOPTER TOURING FACILITY

6

DEFENSE HANGAR

7

PARKING FACILITIES (AIRSIDE) Aircraft parking - ATR 72 - Dornier 228 (IAF) Helipad -Pawan Hans Helipad -Defense helipad Airside vehicle parking -4 passenger buses -baggage handling vehicles

PROJECT BRIEF

1 8 15 6 15 4 50 5 25 25 5 5

40 2 100 5 2

1 4 2 3

600 100 100 75

REMARK

Area considered with attached toilet.

2sqm / counter + 20sqm back office + circulation

8 counters, 10 people each counter. 1.2sqm/person. 12x16=192 15 sqm per space 2 counters. 12sqm/counter. 2x12=24. + circulation= 30 2 sqm per person + 15% circulation Space including 5 beds + equipment + circulation.

3 counters/flight. 5 flights/hr. hence 3x5=15counters. Avg aircraft size (80)/10=8 passengers per counter. Width per counter=2m. depth per person is 1.8. hence 30x15=450sqm.+265sqm seating+15% circulation = 820sqm

2 aircraft at a time. 2 sqm/person + circulation

5 lounges for 5 aircraft. 80% aircraft capacity.ie 65 people/lounge.

65x2=130sqm. +20% for waiting que= 160sqm. +20% for delayed flights. =210sqm/lounge. 210x5=1050. +40%circulation = 1475sqm.

2sqm / person + circulation 20 sqm per kitchen 15 sqm per room 1.6sqm/person= 160. + 20% circulation= 200.

40 sqm per shop 15 sqm per store room

2sqm / person + circulation

Assume 0.5 visitors/passenger (for 1 driver for 2 passengers), Hence 200x1.5sqm = 300. + 15 % circulation = 350sqm 40 % of arrival crowd. 1.1/person + circulation area

Area including waiting and circulation for one conveyor belt= 460sqm. 2 conveyor belts = 920.

1.6sqm/person=65. +circulation =80

10% of passengers.

2 counters. 12sqm/counter. 2x12=24. + circulation= 30 40sqm/per shop. Including storage room.

2 counters. 12sqm/counter +10% circulation.

1 counter with back office.

300sqm arrival + 300sqm departure 2nos in arrival and 2nos in departure. 25sqm each 50sqm per room 25sqm per room

5 1 1 1

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

DESIGN APPROACH As the site is in a hilly region and faces cold climate conditions, the overall approach used for designing this airport will be different as compared to designing a regular airport. The design approach is done based on the following factors:

SITE PLANNNG AND ZONING

CONCEPT, RESPONSE TO CLIMATE • As it is an airport, the form is derived from the profile of a bird.

• The profile of the bird not only creates an interesting form for the terminal, but also allows maximum amount of natural light to into the building which is needed as the airport is in a cold hilly region.

CONCEPT, RESPONSE TO CLIMATE • As the form is derived from the outline of a bird, each space like the check in hall, security check hall, departure lounge area etc. have their own identity. This allows in smooth circulation for the passengers.

• The entire departure hall is located on the first floor, while the arrival hall is located at the ground level. This helps in smooth circulation and avoids clashing between arrival passengers and departing passengers.

• As seen in case studies, each space requires proper segregation in order to operate freely.

• The domestic zone has its own access from Badrinath highway which is adjacent to the site. The defense and Pawan Hans have access from the access road access road adjacent to it in that area. The zoning is done such that there is a clear segregation between airside and landside.

• ATC is located such that it gets a full view of the runway along with the apron area.

RUNWAY

ROOF FORM

• As the site is in a hilly region, there are space restrictions.

• Airport runways in hilly regions which cannot facilitate parallel taxiways are designed as a single runway having a turnaround taxiway at both ends. Hence the project will incorporate the same.

• Being in a hilly region, the roof is designed such that it depicts the shape of the hills in the surroundings. This blends with the background and forms a unique feature of the design.

• Columns and supporting structures have evolved from the shape of trees as nature is the prime focus in this region.

TERMINAL CIRCULATION DIAGRAMS TURNAROUND TAXIWAY

PAKYONG AIRPORT, SIKKIM

THE USER GROUP • The user group will cater to pilgrim tourists, general tourists and locals.

• Being in close vicinity to the holy towns, majority will be pilgrim tourists which the rest will be general tourists who come for vacations.

• The local population is relatively less in these regions as many portions are still undeveloped. Economic factors is another reason why very few locals will arrive.

• Hence more focus is given the tourists arriving at this location.

MOOD BOARD USER GROUP PIE CHART

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

SITE PLAN LEGEND 1

TERMINAL BUILDING

2

PARKING STRUCTURE

3

CARGO TERMINAL

4

CARGO LOADING/UNLOADING AREA

5

FIRE STATION, EQUIPMENT STORAGE

6

APRON

7

MAINTENANCE HANGAR

8

ATC

9

FUEL STATION

10 11

PAWAN HANS TOURING FACILITY HELIPAD

12

DEFENSE HANGAR

DOWN

SITE SECTION

780

73

DOWN

770

0

ALAKNANDA RIVER

0

74

790

0

75

N

0

76

0

77

800

0

78

0

79

800

805

GAUCHAR TOWN SETTLEMENTS

2

W

DO

807.5

802.5

N

802.5

FROM DEPARTURE LEVEL

TAXI, TOUR CAR PARKING

TAXI LANE (3M)

GENERAL CAR LANE (3M)

TO DE

DEPARTURE CONCOURSE

TICKE

LONG TERM PARKING

TING

HALL

ION INFORMAT DESK

PARTU

RE LEV

EL

IDENTITY CHECK

IDENTITY CHECK

TROLLEY STORAGE STORE ROOM STAFF GENTS TOILET

AHU

FOOD KIOSK

INFORMATION DESK

BANKING KIOSK

STAFF LADIES TOILET

SELF

CHECK KIOSK IN

AIRLINE OFFICE

AIRLINE OFFICE

CHEC

CHEC

K IN HALL

K IN HALL AIRLINE OFFICE

AIRLINE OFFICE

AIRLINE OFFICE

AIRLINE OFFICE

BAGGAGE G

SERVICE LOBBY

LADIES TOILET

STAFF CORRIDOR (RESTRICTED ACCESS)

4

GENTS TOILET

TO GROUND FLOOR

MONITORIN ROOM

ROOM

GENTS TOILET

STORE

LADIES TOILET

CAFE

TRANSIT LOBBY

, BAR

1

BAGGAGE MONITORIN ROOM G

SECURITY CHECK HALL

CAFE

AHU

KITCHEN

AIRLINE OFFICE TO GROUND FLOOR

AHU

AHU

ROOM MEDICAL

SECURITY ROOM

RETAIL

SHOP

RETAIL

SHOP

RETAIL

SHOP

RETAIL

SHOP

RETAIL

BABIES ROOM

ROOM

FIRE SE STAIRCA

RESTRICTED ACCESS

3

UNLOLOADIN ADIN G/ G AR EA

AIRLINE OFFICE

STAFF L.T

PRAYER ROOM SERVICE OR CORRID

SHOP STAFF G.T

STORE ROOM

N, KITCHE BAR

VIP

RESTAUR ANT

8

NH

7-

LOUNGE

DEPARTURE LOUNGE AREA GATE

1

GATE

GATE 2

5

BA

DR

INA

GATE 4

GATE 3

NH TH 7H IGH -B ADW RAIN Y AT

CORRIDOR

7

5

HH

IGH

WA

Y

6M

W

ID

E

6

9

R

O

AD

12

30

RUNWAY 1660Mx30M

802.5

11 10

807.5

810

12

8M WIDE ROAD

GAUCHAR TOWN SETTLEMENTS UP

UP

81

0

805

8

.5 2 1

5

81

SITE PLAN (sc 1:2500)

0

83

DS WAR

CLIFF N I A UNT

MO

TO

0

790

820

84

800

UP

817.5

0 5 8

0

86

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

MASTER PLAN 0 79

800

E ROAD

FROM DEPARTURE LEVEL

TAXI, TOUR CAR PARKING

805

9M WIDE

EXIT RO

AD

5 807.

PODIUM LEVEL PARKING

802.5

6M WIDE SERVIC

BUSS PARKING BUSS LANE (4.5M)

TAXI LANE (3M)

GENERAL CAR LANE (3M)

TO D

DEPARTURE CONCOURSE

HALL TING TICKE

LONG TERM PARKING

N MATIO INFOR DESK

EPAR

TURE

IDENTITY CHECK

IDENTITY CHECK

LEVE L

TROL LEY ST OR

AGE

STOR E ROOM STAF F GENT S TOILE T

AHU

INFORMATION DESK

BANKING KIOSK

FOOD KIOSK

STAF F LADIES TOILE T

SELF

CHEC KIOSK K IN

AIRLIN E OFFIC E

E AIRLIN E OFFIC

K CHEC

ALL AIRLIN E OFFIC E

E AIRLIN E OFFIC

AIRLIN E OFFIC E

OUND TO GR R FLOO

GENTS TOILET

AHU

M

ROO

IN

FIRE E RCAS

SECURITY CHECK HALL

CAFE

F

AHU

ROO

GENTS TOILET

M STO

RE

LADIES TOILET

OM

CAL RO MEDI

CAF E

HEN

ATC

ICE SERV OR RID COR

OP

IL SH

OP

KITC

ES BABI M ROO

STAF L.T

ER PRAY M ROO

TRANSIT LOBBY

, BAR

P

AHU

SECURITY ROOM

RETAIL SHO

RETAIL

SHOP

SH RETAIL

SHOP RETAIL

RETA

BA

DR

BAGG MONI AGE TORING ROOM

STAFF CORRIDOR (RESTRICTED ACCESS)

AGE BAGG TORING MONI OM RO

TO GR OUND FLOO R

LADIES TOILET

STAI

RESTRICTED ACCESS

CARGO TERMINAL

UNL LOADIN OAD G ING / ARE A

E AIRLIN E OFFIC

SERV IC LOBB E Y

NH 7

AIRLIN E OFFIC E

E AIRLIN E OFFIC

TRUCK, TEMPO LOADING/ PARKING AREA

AIRSIDE STAFF ENTRY RESTRICTED ACCESS

CHEC K IN H

LL

IN HA

F STAF G.T

AT

H

RE STO M ROO

NWH

, HEN KITC R BA

RES TAU

VIP

RAN

T

HI GH

NGE LOU

DEPARTURE LOUNGE AREA GAT

E1

A7 Y

5 GATE

GATE 2

R

GATE 4

GATE 3

CORRIDOR

FIRE STATION, EQUIPMENT, DE-ICING STORAGE BLOCK

MAINTENANCE HANGAR CARGO AIRCRAFT PARKING BAY

AIRSIDE VEHICLE PARKING

N MASTER PLAN (sc 1:500)

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

-B AD

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

FLOOR PLANS

TAXI LANE (3M)

GENERAL CAR LANE (3M)

TO DE

DEPARTURE CONCOURSE

ALL

H TING TICKE

N MATIO INFOR K DES

PART

URE L EV

IDENTITY CHECK

IDENTITY CHECK

TROL

LEY S

EL

TORA

GE

STOR E ROOM STAF F GENT S TOILE T

AHU

G BANKIN KIOSK

FOOD KIOSK

INFORMATION DESK

STAF F LADIE S TOILE T

SELF

CHEC KIOSK K IN AIRLIN E OFFIC E

E AIRLIN E OFFIC

K CHEC

CHEC

LL

IN HA

K IN H

ALL AIRLIN E OFFIC E

E AIRLIN E OFFIC

AIRLIN E OFFIC E

E AIRLIN E OFFIC

AIRLIN E OFFIC E OUND TO GR R FLOO

GENTS TOILET

BAGG MONIT AGE ORIN ROOM G

STAFF CORRIDOR (RESTRICTED ACCESS)

AGE BAGG RING O MONIT M ROO

SER VICE LOB BY

E

GENTS TOILET

M

RE

KITC

M ROO

F

ROO

STO

AHU

FIRE SE IRCA

SECURITY CHECK HALL

CAF

AHU

TO GR OU FLOO ND R

LADIES TOILET

STA

UNL LOADIN OAD G ING / ARE A

E AIRLIN E OFFIC

LADIES TOILET

RO ICAL

CAF E

OP

TRANSIT LOBBY

HEN

, BAR

AHU

SECURITY ROOM

OP RETAIL SH

IL SHOP

RETAIL

SHOP

RETAIL

SHOP

MED

OM

S BABIE M ROO

F STA L.T

YER PRA M ROO VICE SER OR RID COR

IL SH RETA

FF STA G.T

RETA

RE STO M ROO

, HEN KITC R BA

VIP

RES

TAU

RAN

T

NGE

LOU

DEPARTURE LOUNGE AREA GAT E

1

GATE

GATE 2

5

GATE 4

GATE 3

CORRIDOR

N FIRST FLOOR DEPARTURE LEVEL PLAN (sc 1:250)

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

FLOOR PLANS

TAXI LANE (3M)

GENERAL CAR LANE (3M)

TO DE

PART

ARRIVAL CONCOURSE, VISITOR WAITING AREA

AGER

MAN

AHU R OOM

CABIN

VISIT OR LADIE S S TOILE T

URE L EVEL

VISITO R GENT S S TOILE T

PASSENGER EXIT ELECTR ICA ROOM L FICE

SERV

PA OF

ER RO

OM

BMS

E OFFIC

A

N ARE

IO STAT

WORK

ROOM

BACK UP ROOM

TAXI

BOOK KIOSK ING

BANK IN FACIL G ITY

E

OFFIC

E OFFIC

N TATIO

ORKS

AAI W

AREA

LOST & DEPA FOUND RTME NT

CE

EREN CONF M ROO

STOR E ROOM

HERITAGE GALLERY DG R

OOM

ROO

M

STAF

STORAGE

AHU

STAFF LADIES TOILET

FIRE CON TO ROO L M

FROM FIRST FLOOR

SER V LOB ICE BY

STAFF GENTS TOILET

B ER CA ANAG

F L.T

STOR E ROO M

STAF

GENTS TOILET

LADIES TOILET

AHU

E GAG BAG LING D HAN A ARE

F G.T TRANSIT LOBBY

BAG G HAN AGE DLIN AREA G

AHU

FROM FIRST FLOOR

UNL LOADIN OAD G ING / ARE A

IN

AAI M

MEDIC EMER AL & GEN ROOM CY

ARRIVAL HALL

PA R

OOM OFFIC

E

OFFIC

E KITCHEN

STORE ROOM

STORE ROOM

KITCHEN

DISP A COR TCH RIDO R

FOOD KIOSK

E BAGGAG EA CLAIM AR

STAFF CANTE

EN

APRO N CON TRO ROOM L

BRIEF ING ROOM

FOOD KIOSK

VIP LOUNGE

E BAGGAG HANDLING EA AR

N GROUND FLOOR ARRIVAL LEVEL PLAN (sc 1:250)

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

SECTIONS

RIDGE LEVEL +16.8M

VALLEY LEVEL +11.06M

DEPARTURE HALL

COLUMN HEAD LEVEL +8.3M CHECK IN HALL

SECURITY CHECK HALL

DROP OFF

FIRST FLOOR LEVEL +4.8M

PLINTH LEVEL +0.3M

BUSS DROP OFF

ARRIVAL HALL

HERITAGE GALLERY

ARRIVAL CONCOURSE

GROUND LEVEL 0.0M

PICK UP

SECTION A,A'

RIDGE LEVEL +16.8M

VALLEY LEVEL +11.06M

DEPARTURE HALL

COLUMN HEAD LEVEL +8.3M

FIRST FLOOR LEVEL +4.8M

PLINTH LEVEL +0.3M

BAGGAGE HANDLING AREA

BAGGAGE CLAIM AREA

ARRIVAL HALL

VIP LOUNGE

KITCHEN

KITCHEN

OFFICE

OFFICE

OFFICE

DISPATCH ENTRANCE

BAGGAGE HANDLING AREA

GROUND LEVEL 0.0M

SECTION B,B' A' TAXI LANE (3M)

GENERAL CAR LANE (3M)

TO D

DEPARTURE CONCOURSE

TING

TICKE

LONG TERM PARKING

HALL

TION INFORMA DESK

EPAR T

URE

IDENTITY CHECK

IDENTITY CHECK

TROLLEY

LEVE

L

STORAG

E

STOR E ROOM

STAFF GENTS TOILET

AHU

FOOD KIOSK

INFORMATION DESK

BANKING KIOSK

C'

CHECK IN KIOS K

AIRLINE OFFICE

AIRLINE OFFICE

CHEC

LL

K IN HA

K IN HA LL

CHEC

AIRLINE OFFICE

AIRLINE OFFICE

AIRLINE OFFICE

AIRLINE OFFICE

AIRLINE OFFICE

UND TO GRO R FLOO

GENTS TOILET

BAGGAG MONITOR E ING ROOM

STAFF CORRIDOR (RESTRICTED ACCESS)

E BAGGAGING MONITORM ROO

SER VICE LOB BY

GENTS TOILET

STO

RE

AHU

LADIES TOILET

CAFE

TRANSIT LOBBY

KITCHE

N, BAR

AHU

SECURITY ROOM

RETAIL SHOP

RETAIL

SHOP

SHOP RETAIL

RETAIL

SHOP

SHOP RETAIL

MEDICAL

M ROO

BABIES M ROO

ROO

M

FIRE IRCASE

SECURITY CHECK HALL

CAFE

ROOM

TO GRO UND FLOO R

LADIES TOILET

STA

UNL LOADIN OAD G ING / ARE A

AIRLINE OFFICE

AHU

C'

STAFF LADIES TOILET

SELF

FF STA L.T

YER PRA ROOM

VICE SER IDOR CORR

AIRLINE OFFICE

FF STA G.T RE STO ROOM

CHECK IN HALL

AIRLINE OFFICE

CHECK IN HALL

N, KITCHE BAR

NGE

VIP

RES

LOU

TAU

RAN

T

DEPARTURE LOUNGE AREA GAT E1

B'

5 GATE

GATE 2

GATE 4

GATE 3

B

CORRIDOR

AAI WORKSHATION AREA

LOBBY

TAXI BOOKING COUNTER

OFFICE

A

KEYPLAN

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

SECTION C,C'

BANKING FACILITY

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

ELEVATIONS, CIRCULATION DIAGRAMS

AIRSIDE ELEVATION TAXI LANE (3M) GENERAL CAR LANE (3M)

TO DE

DEPARTURE CONCOURSE

TICKET

LL ING HA

PART

URE L EVEL

IDENTITY CHECK

IDENTITY CHECK

ATION INFORM K DES

TROLLE

Y STO

RAGE

STORE ROOM STAFF GENTS TOILE T

AHU

FOOD KIOSK

INFORMATION DESK

BANKING KIOSK

STAFF LADIES TOILE T

SELF

CHECK IN KIOSK AIRLIN OFFICEE

E AIRLIN OFFICE

CHEC

LL

K IN HA

K IN HA

CHEC

LL AIRLIN OFFICEE

E AIRLIN OFFICE

AIRLIN E OFFICE

E AIRLIN E OFFIC

AIRLIN OFFICEE OUND TO GR FLOOR

GENTS TOILET

BAGGA MONIT GE ORING ROOM

STAFF CORRIDOR (RESTRICTED ACCESS)

GE BAGGA ING OR MONIT ROOM

SERV ICE LOBB Y

TO GR OU FLOOR ND

LADIES TOILET

SECURITY CHECK HALL

CAFE

AHU

ROOM

FIRE SE CA

STAIR

UNL LOADIN OAD G ING / ARE A

E AIRLIN OFFICE

F

AHU

ROOM

GENTS TOILET

STOR

E

LADIES TOILET

OM AL RO

CAFE

TRANSIT LOBBY

KITCH EN

, BAR

AHU

SECURITY ROOM

RETAIL SHOP

RETAIL

SHOP

RETAIL

SHOP

SHO RETAIL

P

RETAIL

SHOP

MEDIC

S BABIE ROOM

STAF L.T

ER PRAY ROOM

ICE SERV IDOR CORR

F STAF G.T

E STOR ROOM EN, KITCHR BA

UNGE

VIP LO

REST

AURA

NT

DEPARTURE LOUNGE AREA GATE

1

GATE

GATE 2

5

GATE 4

GATE 3

CORRIDOR

CIRCULATION DIAGRAM 1ST FLOOR

LANDSIDE ELEVATION

TAXI LANE (3M) GENERAL CAR LANE (3M)

TO D E

PART URE

ARRIVAL CONCOURSE, VISITOR WAITING AREA

MANA

GER

AHU ROO

CABIN

VISITO RS LADIES TOILET

M

LEVE

L

VISITO RS GENTS TOILET

PASSENGER EXIT ELECTR ICAL ROOM

ICE

SERVER

PA OFF

ROOM BMS

OFFICE

TATION

AREA

ROOM

BACKUP ROOM

TAXI BOOK KIOSK ING

WORKS

BANKIN FACILIT G Y

E

OFFIC

OFFICE

A

ION ARE

RKSTAT

AAI WO

LOST & DEPARTFOUND MENT

RENCE CONFE ROOM

MEDIC EMERG AL & ENC ROOM Y STAFF GENTS TOILET

AAI MA

FIR CONTE OL ROOM DG RO

OM

ROOM

STAF

STORAGE

AHU

STORE ROOM

HERITAGE GALLERY FROM FIRST FLOOR

SERV LOBBICE Y

STAFF LADIES TOILET

F L.T

STORE ROOM

STAFF

GENTS TOILET

LADIES TOILET

AHU

AGE BAGG LING HAND EA AR

G.T

TRANSIT LOBBY

BAGG HAND AGE LIN AREA G

AHU

FROM FIRST FLOOR

UNL LOADIN OAD G ING / ARE A

IN

CAB NAGER

ARRIVAL HALL

PA RO

OM OFFIC

E

OFFICE

DISPA CORR TCH IDOR

KITCHEN

STORE ROOM

STORE ROOM

KITCHEN

FOOD KIOSK

BAGGAGE CLAIM AREA

STAFF CAN TEEN APRO CONT N RO ROOM L

BRIEFI NG ROOM

FOOD KIOSK

VIP LOUNG

E

BAGGAGE HANDLING AREA

CIRCULATION DIAGRAM GROUND FLOOR PASSENGER CIRCULATION STAFF CIRCULATION

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

SIDE ELEVATION

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

STRUCTURE & MATERIALS REFERENCE IMAGES 150x75x10mm MS I SECTION PURLIN

150x75x10mm MS I SECTION PURLIN INSULATION MEMBER

SPACE FRAME 15mm WOOD PLASTIC COMPOSITE FALSE CEILING

PIN JOINT AT COLUMN HEAD SPACE FRAME

200mm DIA MS PIPE SECTION

PIN JOINT

1200x1200 RCC COLUMN

200mm DIA MS PIPE SECTION

DEPARTURE LOUNGE

VIEW OF STRUCTURAL SYSTEM RCC POST TENSIONED WAFFLE SLAB

SPACE FRAME

15mm THK GYPSUM FALSE CEILING

1200x1200 RCC COLUMN SPACE FRAME

ARRIVAL HALL

MATERIALS

SECTION 200mm DIA MS PIPE SECTION 200mm DIA MS PIPE SECTION

1200x1200 RCC COLUMN

SPACE FRAME

ALUMINIUM SHEET ROOFING - WOODEN FINISH 200mm DIA MS PIPE SECTION

1200x1200 RCC COLUMN

ADVANTAGES: Corrosion-resistant · · Lightweight Malleable · · Easy installation · Suitable for cold climates

15mm THK GUSSET PLATE

ANCHOR BOLT 15mm THK BASE PLATE

ANCHOR BOLT

RCC COLUMN

NODE

SEAT FITTING ANCHOR BOLT AND NUT 200mm DIA MS PIPE SECTION

POST TENSIONED WAFFLE SLAB DETAIL AT FIRST FLOOR

200mm DIA MS PIPE SECTION

STRUCTURAL PLAN

COLUMN & PIPE SECTION JOINERY PIPE SECTION & NODE JOINERY RIDGE

POLYCARBONATE SHEET FOR SKYLIGHT

SKYLIGHT

4 LAYER GLASS WOOL INSULATION FOR ROOFING

GUTTER

200MM DIA MS PIPE SECTION USED FOR TREE COLUMN

TOWARDS DOWN-TAKE PIPE

ROOF PLAN

SPACE FRAME NODE DETAIL

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

ROOF INSULATION DETAIL

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

CURTAIN WALL DETAILS, PARKING STRUCTURE PARKING REQUIREMENTS 100x400x10 ALUMINIUM BOX SECTION 80 x 50 x 5 S.S ANGLE SECTION

10mm THK DOUBLE LAYER TEMPERED GLASS FIN 10mm THK DOUBLE LAYER TEMPERED GLASS FIN 1.5mm THK PVB ADHESIVE NYLON WASHER

As the site is in a tourism destination, majority of the passengers are tourists. Hence, the parking requirement for taxi and tour vehicles will be more than that of general parking.

Total no of passengers = 800 (arrival + departure) 400 arrival - 100% parking requirement.

400 departure - 40% parking requirement.

1 visitor / passenger = 560 visitors.

Additional 20% for delayed flights = 672 visitors.

As per reference study, 80% will travel by car, 15% by bus and 5% by bike.

Hence, No of cars = 538 people. Avg 4/ car = 140 cars No of buses = 100 people. 50 seater = 2 busses No of bikes = 40 people. = 4 bikes

STAFF PARKING: Considering 200 members.

We can assume that 40% will travel by car, 35% by bus and 25% by bike.

Hence, No of cars = 80 people, Avg 2/ car = 40 cars No of buses = 70 people, 40 seater = 2 buses No of bikes = 50 people, 1/bike = 50 bikes

SPIDER CONNECTING BOLT 2mm THK NYLON GASKET STAINLESS STEEL SPIDER FITTING

4 - WAY STAINLESS STEEL SPIDER GLASS FITTING

SPIDER ROUTEL 10mm THK DOUBLE LAYER INSULATING TEMPERED GLASS RUBBER SPACER

RCC POST TENSIONED WAFFLE SLAB

BACKER ROD STRUCTURE SILICON SEALANT

DETAIL AT 'B'

STAINLESS STEEL GLASS FIN SPLINT

D 10mm THK DOUBLE LAYER INSULATING TEMPERED GLASS

10mm THK S.S PLATE WELDED TO ANGLE SECTION 10mm CERAMIC TILE 75mm SCREED

40x40x3 S.S ANGLE SECTION TO SUPPORT TILES

250mm x 10mm STAINLESS STEEL BASEPLATE

FIN CONNECTING BOLT

WELDED JOINT

SECTION

GLASS FIN SPLINT

CONNECTING OTICPLACODE

75mm SCREED 150mm THK RCC SLAB

C

STAINLESS STEEL SPIDER FIN

OTICPLACODE CONNECTING BOLT

TAXI, TOUR CAR PARKING

STRUCTURAL SILICON WITH BACKER ROD

CONCRETE BEAM

80 x 50 x 5 S.S ANGLE SECTION

FROM DEPARTURE LEVEL

FROM DEPARTURE LEVEL

STAINLESS STEEL ROUTEL

10mm THK DOUBLE LAYER TEMPERED GLASS FINS

TAXI, TOUR CAR PARKING

10mm THK DOUBLE LAYER INSULATING TEMPERED GLASS

SECTION DETAIL AT 'D' 10mm THK DOUBLE LAYER TEMPERED GLASS FIN 4 - WAY STAINLESS STEEL SPIDER GLASS FITTING

10mm THK DOUBLE LAYER TEMPERED GLASS FINS

LONG TERM PARKING

SPIDER ROUTEL 10mm THK DOUBLE LAYER INSULATING TEMPERED GLASS

10mm THK DOUBLE LAYER INSULATING TEMPERED GLASS

STAFF PARKING

1 WAY STAINLESS STEEL SPIDER FITTING CONNECTING BOLT 80 x 50 x 5 S.S ANGLE SECTION

VOID IN FLOORING

10mm CERAMIC TILE

STRUCTURAL SILICON WITH BACKER ROD

75mm SCREED 10mm THK S.S BASE PLATE

IN

GROUND FLOOR PLAN

150mm THK RCC SLAB

0

DETAIL AT 'C'

0

78

0 79

OUT

ROAD

FROM DEPARTURE LEVEL

805

9M WIDE

TAXI, TOUR CAR PARKING

EXIT ROA

D

807.5

PODIUM LEVEL PARKING

TAXI LANE (3M)

802.5

6M WIDE SERVICE

800

PLAN AT 'A'

77

B

FIRST FLOOR PLAN

BUSS PARKING BUSS LANE (4.5M)

GENERAL CAR LANE (3M) TAXI LANE (3M) GENERAL CAR LANE (3M)

DEPARTURE CONCOURSE TO DE

DEPARTURE CONCOURSE

LL

HA TING TICKE

ION

INFORMAT DESK

TING

IDENTIT Y CHECK

Y IDENTIT CHECK

HALL

TICKE

LONG TERM PARKING

N INFORMATIO DESK

PART

URE LEV

EL

IDENTITY CHECK

IDENTITY CHECK

TROLLEY STORAGE

STORE ROOM STAFF GENTS TOILET

AHU

TROLLEY

INFORMATION DESK

BANKING KIOSK

STOR

FOOD KIOSK

STAFF LADIES TOILET

AGE

STORE ROOM

SELF

CHECK KIOSK IN

AIRLINE OFFICE

AIRLINE OFFICE

STAFF GENTS TOILET

AHU FOOD KIOSK

INFORMATION DESK

BANKING KIOSK

E

AIRLINE OFFICE

AIRLINE OFFICE

AIRLINE OFFICE

AIRLINE OFFICE

LL AIRLINE OFFICE

AIRLINE OFFICE

RESTRICTED ACCESS

CLADDING

CARGO TERMINAL

TO GROUND FLOOR

BAGGAGE G MONITORIN ROOM

SERVICE LOBBY

GENTS TOILET

LADIES TOILET

GENTS TOILET

LADIES TOILET

SECURITY CHECK HALL

CAFE

AHU

ROOM

STORE

TO GROUND FLOOR

BAGGAGE MONITORIN ROOM G

STAFF CORRIDOR (RESTRICTED ACCESS)

TRUCK, TEMPO LOADING/ PARKING AREA

AHU

ROOM MEDICAL

CAFE RETAIL

TRANSIT LOBBY

KITCHEN , BAR

AHU

SECURITY ROOM

RETAIL

SHOP

RETAIL

SHOP

RETAIL

SHOP

RETAIL

ROOM

STAFF L.T

PRAYER ROOM

ATC

SERVICE OR CORRID

SHOP

SHOP

STAFF G.T

STORE ROOM

NH

N, KITCHE BAR

VIP

RESTAU RANT

7-

LOUNGE

DEPARTURE LOUNGE AREA GATE

1 GATE

AIRLINE OFFICE

AIRLINE OFFICE

BABIES ROOM

FIRE SE

K IN HA

STAIRCA

CURTAIN WALL

AIRLINE OFFICE

CHEC

LL

K IN HA

UNLOLOADIN ADIN G/ G AR EA

CHECK IN KIOS K

AIRLINE OFFICE

CHEC

AIRLINE OFFICE

AIRLINE OFFICE

SELF

AIRSIDE STAFF ENTRY RESTRICTED ACCESS

CHEC K IN HALL

K IN HALL

CHEC

STAFF LADIES TOILET

STOR

GATE 2

5

GATE 3

CORRIDOR

AIRLINE OFFICE

AIRLINE OFFICE

UND TO GRO R FLOO

BAGGAG MONITOR E ING ROOM

STO

RE

CAF

AHU

LADIES TOILET

M

P

E

MEDICAL

ROO

BABIES M ROO

ROO

FIRE IRCASE

GENTS TOILET

M

M

SECURITY CHECK HALL

E

ROO

FIRE STATION, EQUIPMENT, DE-ICING STORAGE BLOCK

R

STA

CAF

TO GRO UND FLOO

LADIES TOILET

STAFF CORRIDOR (RESTRICTED ACCESS)

E BAGGAGING MONITORM ROO

SER VIC LOBBY E

AHU

GENTS TOILET

FF STA L.T

YER PRA M ROO

VICE SER OR RID COR

IL SHO

RETA

TRANSIT LOBBY

KITC

HEN

, BAR

AHU

SECURITY ROOM

RETAIL SHOP

RETAIL

SHOP

RETAIL

SHOP

MAINTENANCE HANGAR

CARGO AIRCRAFT PARKING BAY

BA D

RIN

GATE 4

AIRSIDE VEHICLE PARKING

AT N HH7 H IGH -B ADW RAINY AT

HH

IGH WA

Y

FF STA G.T

SHOP RETAIL

RE STO ROOM ,

HEN KITC BAR

NGE VIP LOU

RES

TAU

RAN

T

DEPARTURE LOUNGE AREA GATE

1

GATE

GATE 2

5

GATE 4

GATE 3

CORRIDOR

A BLUE TINTED, SEMI CLEAR TEMPERED GLASS PANEL FOR GLAZING

KEY PLAN

ALUMINIUM COMPOSITE SHEET STONE FINISH

MATERIALS

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

KEY PLAN

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

SERVICES - WATER SUPPLY & DRAINAGE 805

WATER REQUIREMENTS

5 8 07.

For OHWT · Total passengers per day = 800x10 hours = 8000 · Staff = 200 Additional visitors in a day = 10x400 = 4000 · Hence, total number of people = 12200 · Considering 70 litres/head (NBC) (40 litre domestic and · 30 litre flushing) · Total volume of OHT = 70 x12200 = 875,000Ls i.e 8,75 m3. ·

BUSS PARKING BUSS LANE (4.5M)

TAXI LANE (3M)

GENERAL CAR LANE (3M)

For UGWT Total volume of UGWT = 1.5 x 875 = 1,312.5 m3. · Additional 10% fire fighting = 1,443.75 cubic meters. ·

TO DE PART UR

ARRIVAL CONCOURSE, VISITOR WAITING AREA

ER CA

E LEV EL

BIN

AHU RO OM

MANAG

VISITO RS LADIES TOILE T

VISITO RS GENT S TOILE T

PASSENGER EXIT ELECTR ICAL ROOM

STP

· ·

FICE

SERV

PA OF

ER RO

OM

BMS RO

E OFFIC

3

Volume of STP = 80% of volume of OHT (8,75m ) Hence required volume of STP = 700 m3.

OM

N AREA TATIO

BACK UP ROOM

AIRSIDE STAFF ENTRY RESTRICTED ACCESS

TAXI

BOOK KIOS ING K

WORKS

BANK IN FACILIT G Y

E OFFIC

OFFICE

AREA

TATION

ORKS AAI W

LOST & DEPA FOUND RTME NT

CE EREN CONF OM RO

MEDI CAL & EMER GENC ROOM Y

N R CABI

STAFF GENTS TOILET

NAGE

AAI MA

SER V LOB ICE BY

FIR CON E TO ROO L M

STOR E ROOM

FROM FIRST FLOOR

HERITAGE GALLERY DG R

OOM

ROO

M

STORAGE

AHU

STAFF LADIES TOILET

STAF

F L.T

STORE ROOM

STAF

GENTS TOILET

LADIES TOILET

ATC

AHU

NH

E GAG BAG LING HAND EA AR

F G.T TRANSIT LOBBY

BAG G HAND AGE LING AREA

AHU

FROM FIRST FLOOR

UNL LOADIN OAD G ING / ARE A

REFERENCE IMAGES

ARRIVAL HALL

PA RO

7-

OM OFFICE OFFIC

E

DISP AT CORR CH IDOR

KITCHEN

DRAINAGE CHANNEL NEAR APRON

STAFF APRO CONT N RO ROOM L

STORE ROOM

STORE ROOM

KITCHEN

E BAGGAG A CLAIM ARE

FOOD KIOSK

CANTEE N

BRIEF ING ROOM

FOOD KIOSK

VIP LOUNGE

BAGGAGE HANDLING AREA

MAINTENANCE HANGAR DRAINAGE SYSTEM NEAR RUNWAYS AND TAXIWAYS

SEWAGE TREATMENT PROCESS

TERMINAL GROUND FLOOR PLAN 0 79

LEGEND

800

ROAD

FROM DEPARTURE LEVEL

EXIT ROAD

PODIUM LEVEL PARKING

DO

807.

GAUCHAR TOWN SETTLEMENTS

805

9M WIDE

TAXI, TOUR CAR PARKING

N

802.5

6M WIDE SERVICE

BUSS PARKING BUSS LANE (4.5M)

W

MAIN WATER SUPPLY LINE

5

TAXI LANE (3M) GENERAL CAR LANE (3M)

LONG TERM PARKING

N INFORMATIO DESK

UGWT

TO DEP

DEPARTURE CONCOURSE

ING HALL TICKET

ARTURE LEV

EL

IDENTITY CHECK

IDENTITY CHECK

TROLLEY STORAGE

STORE ROOM STAFF GENTS TOILET

AHU

INFORMATION DESK

BANKING KIOSK

FOOD KIOSK

STAFF LADIES TOILET

SELF

CHECK KIOSK IN AIRLINE OFFICE

AIRLINE OFFICE

CHECK

CHECK

IN HALL

AIRLINE OFFICE

AIRLINE OFFICE

AIRLINE OFFICE

AIRLINE OFFICE

TO GROUND

LADIES TOILET

FLOOR

SECURITY CHECK HALL

CAFE

AHU

ROOM

GENTS TOILET STORE

AHU

LADIES TOILET

ROOM MEDICAL

CAFE RETAIL

TRANSIT LOBBY

BAR

AHU

SECURITY ROOM

RETAIL SHOP

RETAIL SHOP

RETAIL SHOP

RETAIL

BABIES ROOM

ROOM

FIRE SE

STAFF CORRIDOR (RESTRICTED ACCESS)

BAGGAGE MONITORIN ROOM G

STAIRCA

UNLOLOADING ADING / AREA

GENTS TOILET

TO GROUND FLOOR

BAGGAGE G MONITORIN ROOM

KITCHEN,

OHWT

AIRLINE OFFICE

AIRLINE OFFICE

SERVICE LOBBY

AIRSIDE STAFF ENTRY RESTRICTED ACCESS

IN HALL

STAFF L.T

PRAYER ROOM SERVICE R CORRIDO

SHOP

SHOP

STAFF G.T STORE ROOM

, KITCHEN BAR

RESTRICTED ACCESS

VIP

RESTAURA NT

DEPARTURE LOUNGE AREA GATE

1 GATE

GATE 2

5

LOUNGE

NH

7-

BA

DR

INA

GATE 4

GATE 3

CORRIDOR

TH

UG FIRE TANK

HIG

HW

AY

FROM UGWT TO OHWT FUEL STATION

DRAINAGE LINE INSPECTION CHAMBER 12

30

RUNWAY 1660Mx30M

SEWAGE TREATMENT PLANT

DOWNTAKE PIPE INLET

SLOPE

807.5

810

STORM WATER LINE

UP

UP

GAUCHAR TOWN SETTLEMENTS

APRON DRAINAGE CHANNEL

8M WIDE ROAD

81 0

805

5

8

.

12

5

WASTE WATER TANK STORAGE

WATER FROM WWT

81

WATER BODY

817.5

SITE PLAN

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

SERVICES - HVAC, FIRE FIGHTING HVAC LAYOUT

FIRE FIGHTING LAYOUT

TAXI LANE (3M)

TAXI LANE (3M) GENERAL CAR LANE (3M)

GENERAL CAR LANE (3M)

TO DE

DEPARTURE CONCOURSE

TICKE

TING

HALL

IDENTITY CHECK

IDENTITY CHECK

ATION

INFORM DESK

TO DE

DEPARTURE CONCOURSE

PART URE L

EVEL

TICKE

ALL ING H

T

PART URE L

EVEL

IDENTITY CHECK

IDENTITY CHECK

ATION INFORM DESK

TROL LEY ST ORAG

TROL

LEY ST

E

ORAG E

STOR E ROOM

STOR E ROOM

STAF F GENT S TOILET

AHU

STAF F GENT S TOILET

AHU FOOD KIOSK

INFORMATION DESK

BANKING KIOSK

FOOD KIOSK

BANKING KIOSK

STAF F LADIES TOILET

STAF F LADIES TOILET

INFORMATION DESK

SELF

CHEC KIOSK K IN

SELF

CHEC KIOS K IN K

CHEC

ALL

K IN H CHEC

K IN H

ALL

GENTS TOILET

E AIRLIN OFFICE AIRLIN E OFFICE

E AIRLIN OFFICE AIRLIN E OFFICE OUND TO GR R FLOO

TO GR OU FLOO ND R

LADIES TOILET

GENTS TOILET

AGE BAGG ING OR MONIT ROOM

SER VICE LOB BY

SECURITY CHECK HALL

CAFE

ROO M

GENTS TOILET

AHU

LADIES TOILET

OM AL RO

MEDIC

CAFE

ES BABI M ROO

YER PRA M ROO

M

ROO

FIRE SE IRCA

STA

STAFF CORRIDOR (RESTRICTED ACCESS)

BAGG MONIT AGE ORIN ROOM G

TO GR OU FLOO ND R

LADIES TOILET

BAGG MONIT AGE ORIN ROOM G

SECURITY CHECK HALL

CAFE FF STA L.T

AHU

ROO

GENTS TOILET

M

VICE SER OR RID COR

STO

AHU

LADIES TOILET

AL RO

MEDIC

CAFE

RE

OP

IL SH

TRANSIT LOBBY

BAR

AHU

RETAIL

TAIL SHOP

SHOP

RETAIL

SHOP

OP TAIL SH

RETA

FF STA G.T

RE

RE

SECURITY ROOM

HE KITC BAR

VIP

RES TA

URA NT

KITC

, BAR

GATE

GATE 2

SECURITY ROOM

RES

RAN

T

1

GATE

5

GATE 2

GATE 4

FIRST FLOOR FIRE FIGHTING LAYOUT TO DE

PART URE L

EVEL MAN

AHU RO OM

VISITO RS LADIES TOILET

TO DE

PART

ARRIVAL CONCOURSE, VISITOR WAITING AREA

N

CABI

AGER

N CABI

AHU RO

VISITO RS GENT S TOILE T

ELECTR ICAL ROOM

ER RO

OM

BMS

OFFICE

AREA

ROOM

TATION

AREA

TATION

AREA

ORKS

AAI W

LOST & DEPA FOUND RTMEN T

CE

EREN CONF ROOM MEDIC EMER AL & GENC ROOM Y

STAFF LADIES TOILET

ER CA ANAG

FROM FIRST FLOOR

ROO

STORAGE

M

STAF

F L.T

GENTS TOILET

LADIES TOILET

OOM

AHU R

OOM

AHU

STAF

F L.T

TRANSIT LOBBY

ARRIVAL HALL

PA R

STOR E ROOM

HERITAGE GALLERY DG R

E GAG BAG LING D HAN EA AR

STAFF LADIES TOILET

FIRE CON TO ROO L M

AHU

F G.T

MEDIC EMER AL & GENC ROOM Y

STOR E ROO M BAG G HAN AGE DLIN AREA G

STAF

GENTS TOILET

AHU

FROM FIRST FLOOR

OOM

STAFF GENTS TOILET

BIN

AAI M

STOR E ROOM

FROM FIRST FLOOR

STAFF GENTS TOILET

STORAGE

BIN

HERITAGE GALLERY

BAG G HAN AGE DLIN AREA G

BANK IN FACILI G TY

OFFICE

SER V LOB ICE BY

STAF

BACK UP ROOM

BOOK KIOSK ING

LOST & DEPA FOUND RTMEN T

FIR CON E TO ROO L M

STORE ROO M

ROOM

TAXI

OFFICE

AREA

FROM FIRST FLOOR

AHU

OM

BMS

WORKS BANK IN FACILI G TY

CE EREN CONF ROOM

DG R

ER RO

BACK UP ROOM

OFFICE

SER V LOB ICE BY

EVEL

VISITO RS GENT S TOILET

OFFICE

TAXI BOOK KIOSK ING

OFFICE

ER CA

SERV

FICE

PA OF

SERV

URE L

PASSENGER EXIT

ELECTR ICAL ROOM OFFICE

WORKS

VISITO RS LADIES TOILET

OM

PASSENGER EXIT

ANAG

5

CORRIDOR

MAN

AAI M

NGE

LOU

GATE 3

ARRIVAL CONCOURSE, VISITOR WAITING AREA

TION

RE STO M ROO

DEPARTURE LOUNGE AREA

HVAC LAYOUT FIRST FLOOR GENERAL CAR LANE (3M)

TA ORKS AAI W

FF STA G.T

VIP TAU

CORRIDOR

TATION

OP IL SH

NGE

LOU

GATE 4

PA

SHOP

FF STA L.T

VICE SER OR RID COR

KITC BAR

GATE 3

AGER

RETAIL SH

RETA

YER PRA M ROO

N,

GATE 1

SH RETAIL

OP

AHU

SHOP

ES BABI M ROO

, HEN

DEPARTURE LOUNGE AREA GATE

RETAIL

OP

TRANSIT LOBBY

HEN

RE STO M ROO

RETAIL

OM

M ROO

FIRE SE IRCA STA

AGE BAGG ING OR MONIT ROOM

SER VICE LOB BY

HEN ,

LL

AIRLIN E OFFICE

STAFF CORRIDOR (RESTRICTED ACCESS)

OUND TO GR R FLOO

KITC

IN HA

AIRLIN E OFFICE

E AIRLIN OFFICE

RE

CHEC K

ALL K IN H

CHEC E AIRLIN OFFICE

SUPPLY DUCT PASSING OVER RETAIL SHOPS

AIRLIN E OFFICE

E AIRLIN OFFICE

STO

AIRLIN E OFFICE

AIRLIN E OFFICE

E AIRLIN OFFICE

AHU

RETURN DUCT PASSING BELOW ROOF

AIRLIN E OFFICE

E AIRLIN OFFICE

E AIRLIN OFFICE

LADIES TOILET

AHU

E GAG BAG LING D HAN AREA

F G.T TRANSIT LOBBY

PA R OOM

ARRIVAL HALL

OFFICE OFFICE

OOM

OFFICE OFFICE

KITCHEN

KITCHEN STORE ROOM

STORE ROOM

KITCHEN

DISP A COR TCH RIDO R

DISP A COR TCH RIDO R

STAFF CANTEE N

APRO CONT N RO ROO L M

BRIEFIN G ROOM

STORE ROOM KITCHEN

BAGGAGE A CLAIM ARE

FOOD KIOSK

STORE ROOM

FOOD KIOSK

APRO CONT N RO ROO L M

FOOD KIOSK

BRIEFIN G ROOM

FOOD KIOSK

VIP LOUNGE

VIP LOUNGE

BAGGAGE HANDLING AREA

BAGGAGE HANDLING AREA

GROUND FLOOR FIRE FIGHTING LAYOUT

GROUND FLOOR HVAC LAYOUT REFERENCE IMAGES

LEGEND

LEGEND

AHU ROOM

PUMP ROOM

SUPPLY DUCT

FIRE DUCT

RETURN DUCT

PIPELINE PASSING THROUGH CEILING

CEILING MOUNTED CASSETTE

PIPELINE PASSING BELOW SLAB

JET DIFFUSER OUTLET

PIPELINE PASSING AT ROOF LEVEL

SUPPLY DUCT BELOW SLAB

BRANCH

RETURN DUCT BELOW SLAB

FREE STANDING DIFFUSER

SPRINKLER CEILING MOUNTED CASSETTE

BAGGAGE A CLAIM ARE

STAFF CA NTEEN

FREE STANDING DIFFUSER

JET DIFFUSER OUTLET

FIRE EXTINGUISHER

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

REFERENCE IMAGES

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

SUSTAINABILITY LOAD DISTRIBUTION AND POWER REQUIREMENT

• Total power required for the proposed domestic terminal at Gauchar is 453KW

SOLAR PANELS ABOVE PARKING

• Between September to June, Gauchar receives a good amount of sunny days ie. More than 8 hours/day.

• The month with the most daily hours of sunshine is May with an average of 11.26 hours of sunshine.

• The solar panels are placed on the roof of the parking structure

KEY PLAN

VIEW OF SOLAR PANELS ABOVE PARKING

VIEW OF SOLAR PANELS ABOVE PARKING

WHITE BASE IS PROVIDED AS IT HELPS IN ACHIEVING MAXIMUM REFLECTION OF SUNLIGHT

• TOTAL ENERGY CONSUMPTION OF SITE – 453KW • ENERGY GENERATED THROUGH SOLAR PANELS – 271.15 KWp

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

SUSTAINABILITY RAINWATER HARVESTING

SEWAGE TREATMENT PLANT

• As Gauchar has an average rainfall of 459mm, a rainwater harvesting plant will help in storing water and providing it for landscape watering, toilet flushing etc.

• To be provided within site • The treated water will thus be used for plant watering .

• It reduces the consumption of water in toilets by atleast 50 %.

FAUCETS AND FIXTURES • Use of smart faucets in washroom areas will help in reduction in the amount of water consumed and will avoid unnecessary wastage of water.

DAYLIGHTING STRATEGIES • Being in a hilly region at a high altitude, the need for • Curtain walls with large glass panels are provided on the peripheral wall which maximum natural light is a must as it will provide allow maximum amount of daylight to enter the building. warmth to the passengers within.

• This provides warmth to the interiors of the building which is required as it is a cold region.

• SKYLIGHTS provided on the roof allow natural light to enter into the building.

Innovation and Development

7

7

7

ID Credit 1

Innovation in Design Process

4

4

4

ID Credit 2

Optimisation in Structural Design

1

1

1

ID Credit 3

Waste Water Reuse, During Construction

1

1

1

ID Credit 4

IGBC Accredited Professional

1

1

1

Measures will be taken to ensure that at least one principal participant of the project team shall be an IGBC Accredited Professional. (1 point)

76

GLOBAL LEADERSHIP

TOTAL IGBC RATING

TOTAL IGBC CREDIT POINTS = 76 ––‘PLATINUM’ CERTIFICATION LEVEL (GLOBAL LEADERSHIP)

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

Various measures are taken in order to enhance users experience throught (4 points) Concrete and steel used as primary sturctural members (1 point) Measures will be taken in order to reduce at least 10% of the potable water required for construction activities. (1 point)

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

VIEWS - EXTERNAL

LANDSIDE VIEW OF TERMINAL

OUTDOOR SEATING AREAS FOR VISITORS

AERIAL VIEW

PARKING STRUCTURE

OUTDOOR FOOD COURT

DEPARTURE CONCOURSE

TICKETING HALL

AERIAL VIEW ARRIVAL CONCOURSE

ARRIVAL CONCOURSE

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH

VIEWS - INTERNAL

SECURITY CHECK HALL

CHECK IN HALL

BAGGAGE CLAIM AREA

INDOOR FEATURES

DEPARTURE LOUNGE

HERITAGE GALLERY SEATING AREA

FOOD COURT

AIRPORT IN THE HIMALAYAS: DOMESTIC TERMINAL AT GAUCHAR, UTTARAKHAND

ALLANA COLLEGE OF ARCHITECTURE KARAN ANTHONY FI Y B-ARCH