Submit Search
Upload
IRJET- Design of Runway for Navi-Mumbai International Airport
•
1 like
•
44 views
IRJET Journal
Follow
https://www.irjet.net/archives/V6/i4/IRJET-V6I4816.pdf
Read less
Read more
Engineering
Report
Share
Report
Share
1 of 7
Download now
Download to read offline
Recommended
airport - configuration-1 Dr.Sherif El badaway
airport - configuration-1 Dr.Sherif El badaway
Sherif Swedan
SAFETY MEASURES FOR TABLE-TOP RUNWAY OF MANGALORE AIRPORT
SAFETY MEASURES FOR TABLE-TOP RUNWAY OF MANGALORE AIRPORT
Pranamesh Chakraborty
Air port presentation 6th unit
Air port presentation 6th unit
T.Naga Anusha
Design Of Modern Airports (RGIA HYD)
Design Of Modern Airports (RGIA HYD)
zaidsindhe
01-Introduction ( Highway and Airport Engineering Dr. Sherif El-Badawy )
01-Introduction ( Highway and Airport Engineering Dr. Sherif El-Badawy )
Hossam Shafiq I
10-Intersection Control ( Transportation and Traffic Engineering Dr. Sheriff ...
10-Intersection Control ( Transportation and Traffic Engineering Dr. Sheriff ...
Hossam Shafiq I
AIRPORT PLANNING AND DESIGN BY NIRANJAN
AIRPORT PLANNING AND DESIGN BY NIRANJAN
Niranjan Varma
Airport capacity and_delay
Airport capacity and_delay
nobel56
Recommended
airport - configuration-1 Dr.Sherif El badaway
airport - configuration-1 Dr.Sherif El badaway
Sherif Swedan
SAFETY MEASURES FOR TABLE-TOP RUNWAY OF MANGALORE AIRPORT
SAFETY MEASURES FOR TABLE-TOP RUNWAY OF MANGALORE AIRPORT
Pranamesh Chakraborty
Air port presentation 6th unit
Air port presentation 6th unit
T.Naga Anusha
Design Of Modern Airports (RGIA HYD)
Design Of Modern Airports (RGIA HYD)
zaidsindhe
01-Introduction ( Highway and Airport Engineering Dr. Sherif El-Badawy )
01-Introduction ( Highway and Airport Engineering Dr. Sherif El-Badawy )
Hossam Shafiq I
10-Intersection Control ( Transportation and Traffic Engineering Dr. Sheriff ...
10-Intersection Control ( Transportation and Traffic Engineering Dr. Sheriff ...
Hossam Shafiq I
AIRPORT PLANNING AND DESIGN BY NIRANJAN
AIRPORT PLANNING AND DESIGN BY NIRANJAN
Niranjan Varma
Airport capacity and_delay
Airport capacity and_delay
nobel56
Airport lighting
Airport lighting
Abhishek Prasad
Airport presentation 5th unit
Airport presentation 5th unit
T.Naga Anusha
Airport planning and Design
Airport planning and Design
srinivas2036
09-Runway Configuration ( Highway and Airport Engineering Dr. Sherif El-Badawy )
09-Runway Configuration ( Highway and Airport Engineering Dr. Sherif El-Badawy )
Hossam Shafiq I
Taxiway design perfect ppt
Taxiway design perfect ppt
Vijay Reddy
Airfield ground lighting (AGL)
Airfield ground lighting (AGL)
Afghanistan civil aviation institute
Airfield operations and_management-rw_configurations-ppt03
Airfield operations and_management-rw_configurations-ppt03
nobel56
Geometric design Taxiways
Geometric design Taxiways
Zuhause México Corp,
Airport engineering PART-1
Airport engineering PART-1
RAMPRASAD KUMAWAT
Digitam
Digitam
Fatemeh Tasharofi
N1303047887
N1303047887
IOSR Journals
Design and planning of airport
Design and planning of airport
Harshit P Jain
Aero manual Ope basic training 1
Aero manual Ope basic training 1
AiDY
Airport capacity and airport marking
Airport capacity and airport marking
IsmailQubaisMotiya
Planning OF AIRPORT REQUIREMENTS OF AIR PORT TERMINAL AREA RUNWAY LENGTH
Planning OF AIRPORT REQUIREMENTS OF AIR PORT TERMINAL AREA RUNWAY LENGTH
RAMPRASAD KUMAWAT
Annex 14 ppt cheng
Annex 14 ppt cheng
guestb793fe2
FAA Safety Requirements for Airfield Construction
FAA Safety Requirements for Airfield Construction
offthewallsafety
Airport planning and design
Airport planning and design
RAMPRASAD KUMAWAT
0. lecture zero hmt250
0. lecture zero hmt250
nurslide
Circular Runway
Circular Runway
IRJET Journal
IRJET- Unmanned Aerial Surveillance Vehicle
IRJET- Unmanned Aerial Surveillance Vehicle
IRJET Journal
An Analysis of Runway Capacity at International Airport Sultan Aji Sulaiman B...
An Analysis of Runway Capacity at International Airport Sultan Aji Sulaiman B...
irjes
More Related Content
What's hot
Airport lighting
Airport lighting
Abhishek Prasad
Airport presentation 5th unit
Airport presentation 5th unit
T.Naga Anusha
Airport planning and Design
Airport planning and Design
srinivas2036
09-Runway Configuration ( Highway and Airport Engineering Dr. Sherif El-Badawy )
09-Runway Configuration ( Highway and Airport Engineering Dr. Sherif El-Badawy )
Hossam Shafiq I
Taxiway design perfect ppt
Taxiway design perfect ppt
Vijay Reddy
Airfield ground lighting (AGL)
Airfield ground lighting (AGL)
Afghanistan civil aviation institute
Airfield operations and_management-rw_configurations-ppt03
Airfield operations and_management-rw_configurations-ppt03
nobel56
Geometric design Taxiways
Geometric design Taxiways
Zuhause México Corp,
Airport engineering PART-1
Airport engineering PART-1
RAMPRASAD KUMAWAT
Digitam
Digitam
Fatemeh Tasharofi
N1303047887
N1303047887
IOSR Journals
Design and planning of airport
Design and planning of airport
Harshit P Jain
Aero manual Ope basic training 1
Aero manual Ope basic training 1
AiDY
Airport capacity and airport marking
Airport capacity and airport marking
IsmailQubaisMotiya
Planning OF AIRPORT REQUIREMENTS OF AIR PORT TERMINAL AREA RUNWAY LENGTH
Planning OF AIRPORT REQUIREMENTS OF AIR PORT TERMINAL AREA RUNWAY LENGTH
RAMPRASAD KUMAWAT
Annex 14 ppt cheng
Annex 14 ppt cheng
guestb793fe2
FAA Safety Requirements for Airfield Construction
FAA Safety Requirements for Airfield Construction
offthewallsafety
Airport planning and design
Airport planning and design
RAMPRASAD KUMAWAT
0. lecture zero hmt250
0. lecture zero hmt250
nurslide
What's hot
(19)
Airport lighting
Airport lighting
Airport presentation 5th unit
Airport presentation 5th unit
Airport planning and Design
Airport planning and Design
09-Runway Configuration ( Highway and Airport Engineering Dr. Sherif El-Badawy )
09-Runway Configuration ( Highway and Airport Engineering Dr. Sherif El-Badawy )
Taxiway design perfect ppt
Taxiway design perfect ppt
Airfield ground lighting (AGL)
Airfield ground lighting (AGL)
Airfield operations and_management-rw_configurations-ppt03
Airfield operations and_management-rw_configurations-ppt03
Geometric design Taxiways
Geometric design Taxiways
Airport engineering PART-1
Airport engineering PART-1
Digitam
Digitam
N1303047887
N1303047887
Design and planning of airport
Design and planning of airport
Aero manual Ope basic training 1
Aero manual Ope basic training 1
Airport capacity and airport marking
Airport capacity and airport marking
Planning OF AIRPORT REQUIREMENTS OF AIR PORT TERMINAL AREA RUNWAY LENGTH
Planning OF AIRPORT REQUIREMENTS OF AIR PORT TERMINAL AREA RUNWAY LENGTH
Annex 14 ppt cheng
Annex 14 ppt cheng
FAA Safety Requirements for Airfield Construction
FAA Safety Requirements for Airfield Construction
Airport planning and design
Airport planning and design
0. lecture zero hmt250
0. lecture zero hmt250
Similar to IRJET- Design of Runway for Navi-Mumbai International Airport
Circular Runway
Circular Runway
IRJET Journal
IRJET- Unmanned Aerial Surveillance Vehicle
IRJET- Unmanned Aerial Surveillance Vehicle
IRJET Journal
An Analysis of Runway Capacity at International Airport Sultan Aji Sulaiman B...
An Analysis of Runway Capacity at International Airport Sultan Aji Sulaiman B...
irjes
DEVELOPMENT OF FIXED WING VTOL UAV.
DEVELOPMENT OF FIXED WING VTOL UAV.
IRJET Journal
Aerodynamic Performance Analysis of a Co-Flow Jet Aerofoil using CFD
Aerodynamic Performance Analysis of a Co-Flow Jet Aerofoil using CFD
IRJET Journal
IRJET - Design and Computational Fluid Dynamic Simulation of Micro Air Ve...
IRJET - Design and Computational Fluid Dynamic Simulation of Micro Air Ve...
IRJET Journal
Airport layout
Airport layout
ArmanAnsari37
AIRPORT PLANNING AND DESIGN
AIRPORT PLANNING AND DESIGN
Niranjan Varma
Developing a Programme for Engine Design Calculations of a Commercial Airliner
Developing a Programme for Engine Design Calculations of a Commercial Airliner
IJMER
Airpot design
Airpot design
pradip dangar
Air Traffic Control Database Management System for Seamless Transit
Air Traffic Control Database Management System for Seamless Transit
IRJET Journal
Edto module 6 –flight operations considerations
Edto module 6 –flight operations considerations
Zhipeng Xu
10-Runway Design ( Highway and Airport Engineering Dr. Sherif El-Badawy )
10-Runway Design ( Highway and Airport Engineering Dr. Sherif El-Badawy )
Hossam Shafiq I
Smoothness running of train on uneven tracks with the help of air springs
Smoothness running of train on uneven tracks with the help of air springs
IAEME Publication
SMOOTHNESS RUNNING OF TRAIN ON UNEVEN TRACKS WITH THE HELP OF AIR SPRINGS
SMOOTHNESS RUNNING OF TRAIN ON UNEVEN TRACKS WITH THE HELP OF AIR SPRINGS
IAEME Publication
Aerodynamic analysis and optimization of wind deflector in a Commercial load ...
Aerodynamic analysis and optimization of wind deflector in a Commercial load ...
AM Publications
CFD modelling calculation and simulation of bus
CFD modelling calculation and simulation of bus
IRJET Journal
Lecture 7 (1).pptx
Lecture 7 (1).pptx
WhUllahWa
runway orientation.pdf
runway orientation.pdf
MargaretAbrahamCE
IRJET- Aerodynamic Analysis of Aircraft Wings using CFD
IRJET- Aerodynamic Analysis of Aircraft Wings using CFD
IRJET Journal
Similar to IRJET- Design of Runway for Navi-Mumbai International Airport
(20)
Circular Runway
Circular Runway
IRJET- Unmanned Aerial Surveillance Vehicle
IRJET- Unmanned Aerial Surveillance Vehicle
An Analysis of Runway Capacity at International Airport Sultan Aji Sulaiman B...
An Analysis of Runway Capacity at International Airport Sultan Aji Sulaiman B...
DEVELOPMENT OF FIXED WING VTOL UAV.
DEVELOPMENT OF FIXED WING VTOL UAV.
Aerodynamic Performance Analysis of a Co-Flow Jet Aerofoil using CFD
Aerodynamic Performance Analysis of a Co-Flow Jet Aerofoil using CFD
IRJET - Design and Computational Fluid Dynamic Simulation of Micro Air Ve...
IRJET - Design and Computational Fluid Dynamic Simulation of Micro Air Ve...
Airport layout
Airport layout
AIRPORT PLANNING AND DESIGN
AIRPORT PLANNING AND DESIGN
Developing a Programme for Engine Design Calculations of a Commercial Airliner
Developing a Programme for Engine Design Calculations of a Commercial Airliner
Airpot design
Airpot design
Air Traffic Control Database Management System for Seamless Transit
Air Traffic Control Database Management System for Seamless Transit
Edto module 6 –flight operations considerations
Edto module 6 –flight operations considerations
10-Runway Design ( Highway and Airport Engineering Dr. Sherif El-Badawy )
10-Runway Design ( Highway and Airport Engineering Dr. Sherif El-Badawy )
Smoothness running of train on uneven tracks with the help of air springs
Smoothness running of train on uneven tracks with the help of air springs
SMOOTHNESS RUNNING OF TRAIN ON UNEVEN TRACKS WITH THE HELP OF AIR SPRINGS
SMOOTHNESS RUNNING OF TRAIN ON UNEVEN TRACKS WITH THE HELP OF AIR SPRINGS
Aerodynamic analysis and optimization of wind deflector in a Commercial load ...
Aerodynamic analysis and optimization of wind deflector in a Commercial load ...
CFD modelling calculation and simulation of bus
CFD modelling calculation and simulation of bus
Lecture 7 (1).pptx
Lecture 7 (1).pptx
runway orientation.pdf
runway orientation.pdf
IRJET- Aerodynamic Analysis of Aircraft Wings using CFD
IRJET- Aerodynamic Analysis of Aircraft Wings using CFD
More from IRJET Journal
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
IRJET Journal
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
IRJET Journal
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
IRJET Journal
Effect of Camber and Angles of Attack on Airfoil Characteristics
Effect of Camber and Angles of Attack on Airfoil Characteristics
IRJET Journal
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
IRJET Journal
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
IRJET Journal
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
IRJET Journal
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
IRJET Journal
A REVIEW ON MACHINE LEARNING IN ADAS
A REVIEW ON MACHINE LEARNING IN ADAS
IRJET Journal
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
IRJET Journal
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
IRJET Journal
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
IRJET Journal
Survey Paper on Cloud-Based Secured Healthcare System
Survey Paper on Cloud-Based Secured Healthcare System
IRJET Journal
Review on studies and research on widening of existing concrete bridges
Review on studies and research on widening of existing concrete bridges
IRJET Journal
React based fullstack edtech web application
React based fullstack edtech web application
IRJET Journal
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
IRJET Journal
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
IRJET Journal
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
IRJET Journal
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
IRJET Journal
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
IRJET Journal
More from IRJET Journal
(20)
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
Effect of Camber and Angles of Attack on Airfoil Characteristics
Effect of Camber and Angles of Attack on Airfoil Characteristics
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A REVIEW ON MACHINE LEARNING IN ADAS
A REVIEW ON MACHINE LEARNING IN ADAS
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
Survey Paper on Cloud-Based Secured Healthcare System
Survey Paper on Cloud-Based Secured Healthcare System
Review on studies and research on widening of existing concrete bridges
Review on studies and research on widening of existing concrete bridges
React based fullstack edtech web application
React based fullstack edtech web application
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Recently uploaded
Model Call Girl in Narela Delhi reach out to us at 🔝8264348440🔝
Model Call Girl in Narela Delhi reach out to us at 🔝8264348440🔝
soniya singh
Artificial-Intelligence-in-Electronics (K).pptx
Artificial-Intelligence-in-Electronics (K).pptx
britheesh05
CCS355 Neural Network & Deep Learning Unit II Notes with Question bank .pdf
CCS355 Neural Network & Deep Learning Unit II Notes with Question bank .pdf
Asst.prof M.Gokilavani
HARMONY IN THE HUMAN BEING - Unit-II UHV-2
HARMONY IN THE HUMAN BEING - Unit-II UHV-2
RajaP95
Oxy acetylene welding presentation note.
Oxy acetylene welding presentation note.
eptoze12
Call Us -/9953056974- Call Girls In Vikaspuri-/- Delhi NCR
Call Us -/9953056974- Call Girls In Vikaspuri-/- Delhi NCR
9953056974 Low Rate Call Girls In Saket, Delhi NCR
VIP Call Girls Service Hitech City Hyderabad Call +91-8250192130
VIP Call Girls Service Hitech City Hyderabad Call +91-8250192130
Suhani Kapoor
High Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur Escorts
High Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur Escorts
ranjana rawat
College Call Girls Nashik Nehal 7001305949 Independent Escort Service Nashik
College Call Girls Nashik Nehal 7001305949 Independent Escort Service Nashik
Call Girls in Nagpur High Profile
Study on Air-Water & Water-Water Heat Exchange in a Finned Tube Exchanger
Study on Air-Water & Water-Water Heat Exchange in a Finned Tube Exchanger
Anamika Sarkar
(MEERA) Dapodi Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Escorts
(MEERA) Dapodi Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Escorts
ranjana rawat
Software and Systems Engineering Standards: Verification and Validation of Sy...
Software and Systems Engineering Standards: Verification and Validation of Sy...
VICTOR MAESTRE RAMIREZ
Microscopic Analysis of Ceramic Materials.pptx
Microscopic Analysis of Ceramic Materials.pptx
purnimasatapathy1234
SPICE PARK APR2024 ( 6,793 SPICE Models )
SPICE PARK APR2024 ( 6,793 SPICE Models )
Tsuyoshi Horigome
🔝9953056974🔝!!-YOUNG call girls in Rajendra Nagar Escort rvice Shot 2000 nigh...
🔝9953056974🔝!!-YOUNG call girls in Rajendra Nagar Escort rvice Shot 2000 nigh...
9953056974 Low Rate Call Girls In Saket, Delhi NCR
Architect Hassan Khalil Portfolio for 2024
Architect Hassan Khalil Portfolio for 2024
hassan khalil
Application of Residue Theorem to evaluate real integrations.pptx
Application of Residue Theorem to evaluate real integrations.pptx
959SahilShah
CCS355 Neural Network & Deep Learning UNIT III notes and Question bank .pdf
CCS355 Neural Network & Deep Learning UNIT III notes and Question bank .pdf
Asst.prof M.Gokilavani
What are the advantages and disadvantages of membrane structures.pptx
What are the advantages and disadvantages of membrane structures.pptx
wendy cai
VICTOR MAESTRE RAMIREZ - Planetary Defender on NASA's Double Asteroid Redirec...
VICTOR MAESTRE RAMIREZ - Planetary Defender on NASA's Double Asteroid Redirec...
VICTOR MAESTRE RAMIREZ
Recently uploaded
(20)
Model Call Girl in Narela Delhi reach out to us at 🔝8264348440🔝
Model Call Girl in Narela Delhi reach out to us at 🔝8264348440🔝
Artificial-Intelligence-in-Electronics (K).pptx
Artificial-Intelligence-in-Electronics (K).pptx
CCS355 Neural Network & Deep Learning Unit II Notes with Question bank .pdf
CCS355 Neural Network & Deep Learning Unit II Notes with Question bank .pdf
HARMONY IN THE HUMAN BEING - Unit-II UHV-2
HARMONY IN THE HUMAN BEING - Unit-II UHV-2
Oxy acetylene welding presentation note.
Oxy acetylene welding presentation note.
Call Us -/9953056974- Call Girls In Vikaspuri-/- Delhi NCR
Call Us -/9953056974- Call Girls In Vikaspuri-/- Delhi NCR
VIP Call Girls Service Hitech City Hyderabad Call +91-8250192130
VIP Call Girls Service Hitech City Hyderabad Call +91-8250192130
High Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur Escorts
High Profile Call Girls Nagpur Isha Call 7001035870 Meet With Nagpur Escorts
College Call Girls Nashik Nehal 7001305949 Independent Escort Service Nashik
College Call Girls Nashik Nehal 7001305949 Independent Escort Service Nashik
Study on Air-Water & Water-Water Heat Exchange in a Finned Tube Exchanger
Study on Air-Water & Water-Water Heat Exchange in a Finned Tube Exchanger
(MEERA) Dapodi Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Escorts
(MEERA) Dapodi Call Girls Just Call 7001035870 [ Cash on Delivery ] Pune Escorts
Software and Systems Engineering Standards: Verification and Validation of Sy...
Software and Systems Engineering Standards: Verification and Validation of Sy...
Microscopic Analysis of Ceramic Materials.pptx
Microscopic Analysis of Ceramic Materials.pptx
SPICE PARK APR2024 ( 6,793 SPICE Models )
SPICE PARK APR2024 ( 6,793 SPICE Models )
🔝9953056974🔝!!-YOUNG call girls in Rajendra Nagar Escort rvice Shot 2000 nigh...
🔝9953056974🔝!!-YOUNG call girls in Rajendra Nagar Escort rvice Shot 2000 nigh...
Architect Hassan Khalil Portfolio for 2024
Architect Hassan Khalil Portfolio for 2024
Application of Residue Theorem to evaluate real integrations.pptx
Application of Residue Theorem to evaluate real integrations.pptx
CCS355 Neural Network & Deep Learning UNIT III notes and Question bank .pdf
CCS355 Neural Network & Deep Learning UNIT III notes and Question bank .pdf
What are the advantages and disadvantages of membrane structures.pptx
What are the advantages and disadvantages of membrane structures.pptx
VICTOR MAESTRE RAMIREZ - Planetary Defender on NASA's Double Asteroid Redirec...
VICTOR MAESTRE RAMIREZ - Planetary Defender on NASA's Double Asteroid Redirec...
IRJET- Design of Runway for Navi-Mumbai International Airport
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3831 “Design of Runway for Navi-Mumbai International Airport” Bhushan Shinde1, Manjunath Sajjan2, Rajat Telure3, Shailesh Thorat4, Prof. Vibhor Patil5, Prof. Reshma Shaikh6 1,2,3,4Under Graduate, Dept. of Civil Engineering, DRIEMS Neral. Professor, Dept. of Civil Engineering, DRIEMS Neral, Maharashtra, India. -----------------------------------------------------------------------***-------------------------------------------------------------------- Abstract - This Project includes the design of the runway for the proposed Navi-Mumbai International airport site which is located at Panvel. The data required for the designing part is taken from the competent authority ‘City Industrial Development Corporation’ (CIDCO). The responsibility for construction of airport comes under CIDCO. The runway is to be designed by international standards following the design procedure given by the ‘International Civil Aviation Organization’ (ICAO). Wind velocity and temperature is given by Indian Metrological Department (IMD) Physical characteristics of the runway and its sections have been studied in depth and design will be made according to the standards. Along with the runway length calculation of its pavement, marking, and lighting, is also calculated. Images have been provided for better understanding. . The methodology and their references have been specified clearly. Key Words: Runway, Aircraft, Length Calculation, Pavement, Lighting and Marking. 1. INTRODUCTION Transportation plays an important role in the development of the country. Social and economic development of any country or region mainly takes places due to development in transportation. No one can imagine a country or region without any mode of transportation. Transportation helps to connect the remotest part and helps to connect the remotest part and helps in its progress. Out of the 3 modes of transportation i.e. airways are widely used in the country. Although, Transportation through this routes is cheap but it takes heavy tool of time. All transportation is little expensive than other modes but it’s very quick and reliable. It helps to you cover 100kms with a couple of hours. The air transportation possess a few distinct advantages as compared to other modes of transportation. They or listed below. 1. Rapidly: - All transportation maintain is the highest speed design have been finalized for super-sonic jets which travel faster than sound. 2. Continuous Journey: - Air transportation is continuous over land and water without losses of the time unlike other mode of transportation. 3. Accessibility: - Air Transportation had the unique ability to open up any region that is inaccessible by other means of transportation. Due to increase in Air transportation in Air transportation it is essential to maintain a proper balance in its essential to maintain a proper balance in its growth. ICAO (International Civil Aviation Organization) keeps a control over planning and also monitors and coordinator all the aspects related to civil aviation. Navi-Mumbai International Airport: - Is the secondary airport for Mumbai region. It is situate of in Navi Mumbai at Ulwe-Panvel and is Besides the National Highways 4B. The geographical coordinators at the airport a latitude 1 59’ 40” and longitude 7343”E.It is nearly about 35-40 km away from existing chhatrapati Shivaji Maharaj International Airport – Mumbai. This prospect Airport is easily accessible from the mankhurd Belapur – Panvel rail corridor from khandeshwar Railway Station and from the Targhar Railway Station on the Nerul- URAN Railway line which is in progress. In the last few years Mumbai has been a drastic increase in the population to fulfill This has increased the burden on the present “ Chhatrapati Shivaji International Airport “ to reduce passengers burden from the airport and also to make transportation mode easier to the people leaving at the bounding of Mumbai i.e. Thane , Navi Mumbai , Raigad. Etc. 2. DESIGN OF THE RUNWAY Design of runway done by following the below listed points:- 1) Aircraft Specification 2) Runway Orientation 3) Runway Geometric Design
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3832 4) Runway Pavement design 5) Runway Marking 6) Runway lighting 2.1 Aircraft Specification This Airport of Navi-Mumbai international Air is to be designed so that it can easily accommodate world’s largest passenger carrying Aircraft. We have selected “Boeing 747-800” for the design calculation. All the required specification for the B-747-8 was acquired from manufacturing Website. 1) Take Speed = 297 km/hr. 2) Minimum Take of length required = 2915 m ~ 2950 m (assumed) 3) Minimum landing distance required = 2300 m 2.2. Runway orientation Runway orientation means directions of the runway with respect to North and south direction Runway is usually oriented in the direction of prevailing winds. The head wind i.e. the direction of wind opposite to the direction of loading and take off provides a greater lift on the wings of the air craft when it is taking off. All the necessary data like wind velocity, direction, intensity, duration etc. required for the designing purpose was obtained from INDIAN METROLOGICAL DEPARTMENT Navi- Mumbai Wind Data From fig 1 & 2, as some Topographical obstruction are present in W-NW. We have decided to orient our runway in 830 E-NE and 2630 W-SW. The crosswind component at the runway is 10.3 m/s. Wind Data Fig. 1 Windrose Diagram Fig. 2 2.3. Runway Geometric Design The runway for Navi Mumbai. International airport is to be designed to make it capable for landing and take – off operation of B-747-800. This aircraft is presently world’s biggest passenger carrying aircraft. The runway is been categorized and its corresponding length and width is defined by ICAO ( International Civil Aviation Association )as per ICAO recommended categories the aircraft B-747- 800 fall under category ‘4E’ and the minimum take of length required is 2950 m. and the width of the runway to accommodate this aircraft is 60 m. The length of the runway is fixed after calculation of two constraints; 1. Basic runway length. 2. Actual runway length. 2.3.1. Basic runway length The length of the runway is calculations under the following assumed conditions at the airport. 1. Airport altitude is at sea level. 2. Temperature at the airport is standard. 3. Runway is levelled in longitudinal direction. 4. No wind is blowing on runway. 5. Aircraft is loaded no its full capacity. 6. There is no wind blowing enough to the destination. 7. Enright temperature is standard.
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3833 The basic runway length is determined from the performance charactstic of aircraft using the airport. The following cases are considered Case 1; If one of the critical engines of the aircraft fails, the pilot has to make the decision whether to continue the run or to abort the takeoff. After the aircraft has attained a certain speed, which is called decision speed. If the pilot makes the decision to abort the takeoff then the takeoff run should be equal to shop distance shop distance. If both shop distance and take off run is equal then the total length is called balanced field length. Take of speed ( v ) = 297 km/hr. The decision speed is less than or equal to take all speed. Decision speed Take off speed. Hence decision speed VF = 297 km/hr. Velocity: 297 x 1000 = 82.5 m/sec 3600 The acceleration to be assumed as 1m/sec Time: Velocity = 82.5 = 82.5 sec Acceleration 1 Now actual velocity is the difference between final velocity and initial velocity Hence, va = (vf-vi) = 8450 = 41.15 mlsec 2 2 Hence the total take of run = 4125 X 84.5 = 3403 m Case 2; When all the engines of aircraft are functioning 115% of take of run = 115 X 3403 100 Considering the maximum value of (A) and (B) Take off run of aircraft = 3403 m Now the minimum landing length required = 2300 m 3403 > 2300 …….. Safe 2.3.2. Actual running length calculation:- The basic runway length as discussed above is for mean sea level elevation having standard atmospheric condition Necessary correction are therefore applied for any change in elevation temperature and gradient for the actual site of construction. Following correction are made to basic length to calculate actual runway length. a) Correction for elevation b) Correction for temperature c) Correction for gradient. a) Correction for elevation: To achieve speed longer length of runway is required ICAO recommends that the basic runway length should be increased by 7 percent per 300 m rise in elevation above the mean sea level. Runway elevation considered at the elevation is 3m = ( 3403 X 0.07 X 3 ) + 3403 300 = 3405.38m = 3406m b) Correction for temperature 1% for every 1°C rise of airport reference temperature above the standard atmosphere temperature at that elevation this correction should be made on corrected length of elevation as per ICAO recommendation Corrected take off length for temperature = (Take of rum X (ART - Standard Temperature) x 0.01) + Take off run. ART = Aerodrome reference temperature ART = ta + ( Tm-Ta) % 3 Where, Ta = mean of average daily temperature for hottest month of the year Tm = mean of max daily temperature for hottest month of the year
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3834 Standard temperature for the respective elevation is found out by the interpolation method from table Table 1 Altitude Temperature 0 15.0 500 11.75 1000 8.50 It was observe that April was the that month of 2017 so, max and min temperature data is shown in table 2 Table 2.1 Table 2.2 From table ( 1 and 2 .1 & 2.2) We get = Ta = 30.150 C Tm = 34.450C Standard Temperature = 14.980C ( by interpolation ) ART = Ta + Tm - Ta = 31.580 C 3 corrected runway length for temperature = ( 3406 x ( 31.58 - 14.98 ) X 0.01 ) + 3406 = 3971.396 m c) Correction of gradient ICAO does not recommends any specific correction for the gradient FAP recommends that runway length after have been corrected for elevation and temperature should be further increased at the rate of 20% for every 1% effective gradient’s Where runway length a move than 900m. Total runway length is divided in four parts Where slope of 1st and 4th part is zero Where the slope for 2nd part is 1.25% Where the slope for 3rd part is 0.35 % For second quarter Date Temperature Min Max 16 April 2017 35 26 17 April 2017 33 26 18 April 207 36 27 19 April 2017 34 27 20 April 2017 38 27 21 April 2017 33 27 22 April 2017 33 28 23 April 2017 38 28 24 April 2017 32 28 25 April 2017 33 26 26 April 2017 37 25 27 Aprll 2017 33 26 28 April 2017 36 25 29 April 2017 33 23 30 April 2017 38 25 Date Temperature Min Max 1 April 2017 31 25 2 April 2017 33 25 3 April 2017 34 25 4 April 2017 36 26 5 April 2017 33 27 6 April 2017 33 27 7 April 2017 37 25 8 April 2017 33 21 9 April 2017 36 23 10 April 2017 35 23 11 April 2017 35 27 12 April 2017 34 26 13 April 2017 34 24 14 April 2017 34 27 15 April 2017 35 28
5.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3835 Dy x 100 = 1.25 Dx Dy x 100 = 1.25 900 Elevation at second quarter is =11.25 elevation for third quarter :- Dy x 100 = 0.35 Dx Dy x 100 = 0.35 900 Dy = 3.15 Elevational at third quarter = 3.15 Total elevation = 3.15 + 11.2 = 14.4 Slope = max.elevation - min . elevation length of runway = 14.4 - 0 3972 = 0.36% Corrected runway length for gradient = ( 3972 X 0.36 X 0.2) + 3972 = 4257.98m = 4258m Total length of runway to be provide is 4258m Width of the Runway The runway is designed for B-747-800 aircraft which comes under E category. Therefore width of runway to be provide is 60m Runway Shoulders The shoulders are usually unpaired as they are used abnormally emergency i.e. when there is some abnormally in the aircraft operation They may at the most prepared of established soil or be furthered . Another advantage of providing shoulder on either side of the runway is that they impart sense of apples to the pilot and improve his psychology during landing and takeoff. ICAO recommends width of safely area to be at least 78m for D and E types of runway. Width of shoulder: - 9m on each side of runway. 2.4. Runway pavement design The pavement are mainly classified in two categories they are flexible and Rigid pavement Which depends on their structural action. The Pavement which has gravel Water bound macadam and also has black top surface is known as flexible is mainly grouped as rigid pavement Flexible pavement are known for the deformation of subgrade and their subsequent lays. rigid pavement has the characteristic which are associated which bending strength or beam action. Flexible pavement has flexible strength which is however negligible when compared with rigid pavement Runway for Navi Mumbai international Airport is to designed as flexible pavement This pavement is designed by CBR method. The test was performed in geotechnical laboratory of "Vishwaniketan College at Khalapur", The CBR value at subgrade was found to be 15% ( In which soil was stabilized ). The pavement thickness is calculated by the below shown graph and considering wheel load as 27.4X 103 kg. Total thickness of pavement for subgrade CBR value 15% = 63cm Thickness sub-base ungraded gravel of CBR value 20% = 44.3cm Thickness of base coarse which consist of graded gravel 40% = 11.2cm The pavement has bituminous concrete layer of the top surface which is 7.5cm thick
6.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3836 (Cross section of the road pavement) 2.5. Runway Marking Marking helps the pilot of distinctly identify the laying area. Which indirect the laying area. Which indirectly helps the pilot in aircraft operations. 2.5.1. Runway threshold marking Runway threshold marking is indicated by the series of parallel lines starting from a distance of 6m. From runway end. Number of strips = 14 Length of each strip = 45m Width of each strip = 1.80m Gap between two strips = 1.80m 2.5.2. Aiming point marking It consist of rectangular strip on either side of center line Distance from thersold = 300m Length of each strip = 50m Width of each strip = 10m Gap between each strip = 20m 2.5.3. Touch Down zone marking It is indicated by number strips parallel to center line of Runway. Number of Strips on both side = 4 Length of each strip = 25m Width of strip = 3m Gap between each strip = 1.5m Lateral spacing between strips on either side = 20m 2.5.4. Center line marking Length of each strips = 40m Width of Strip = 0.5m Gap between each strip = 35m 2.5.5. Runway strip marking 30m from the center line of Runway Width of each strip = 1m 2.6. Runway lightning 2.6.1 Runway identifier lights (REIL) Unidirectional lights which faces approach direction or omnidirectional pair of synchronized flashing lights. This lights are installed at the runway thereshold ,one on each side. 2.6.2 Runway and lights This lights are pair of four lights on each side of the runway on the precision instrument runways. This lights extends along full width of runway. These lights can be seen in green colour by approaching aircraft and red when seen from runway. 2.6.3. Runway edge lights These are the white elevated lights that runs the lengths of the runway on either side. The color of light changes to amber in the last 610 m of the runway or last one-third of runway whichever is less on precision instrument runways. 2.6.4 Runway centerline lighting system (RCLS) These are the lights which are embedded in the pavement surface of the runway. This are installed at the interval of 15m along the centerline. Some of the precision instrument runway. They have White light except last 900m
7.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3837 Alternate white and red for next 600m Red for last 300m 2.6.5 Touchdown Zone lighting (TDZL) These are lights of rows of white light bars of a intervals of 30 to 60m at either side of center line for 900m. 3. CONCLUSIONS 1. Runway is oriented in 830 E-NE & 2630 W-SW. 2. Total actual length of the runway is 4258 m. 3. Width of the runway is 60m. 4. Width of the shoulder is 9m on each side of runway. 5. Total Depth of the pavement is 63cm. REFERENCES 1. S.K.Khanna-M.G.Arora-S.S.Jain, Airport planning and design (2012). 2.Daggubati, S. C. (2014). Design Of Runway. Runway Design And Structural Design Of Airfield Pavement, 1-18. 3. Kaustub Wakhle, S. S. (2014). Design Of Runway. Design Of Airport Runway By Internatonal Standards, 1-5. 4. Kaustubh Wakhle, S. S. (2014). Design Of Runway. Design Of Airport Runway By International Standards, 5. 5.Kumar, D. R. (2015). Design Of Runway. To Studt And Design Of Airport Runway Pavement, 1-15. 6. Patil, V. (2016). Design Of Runway. Airport Runway Design, 1-3.
Download now