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This book aims at presenting the topics
of Airport Engineering written in a simple manner. The subject-matter is characterized
by comprehension as well as methodical and easy-to-follow style.
The text-matter has been arranged systematically
into Eleven Chapters and various complicated topics are explained in
lucid language assisted by:
*
100
* 16
* 23
* 216 |
Self-explanatory
and neatly drawn sketches
Illustrative problems
Important useful tables
Typical questions at the end of the chapters. |
The book should prove to be extremely
useful to the Civil Engineering students preparing for the Degree Examinations
of all the Indian Universities, Diploma Examinations conducted by various Boards
of Technical Education, Certificate Courses and also for the A.M.I.E and U.P.S.C.
Examinations. It should also prove of interest to the practising professionals.
| Price |
: |
Rs. 75-00 |
$ 15-00 |
£ 10-00 |
| Edition |
: |
Seventh Edition : 2007 |
| ISBN |
: |
81-85594-67-8 |
| Book Size |
: |
135 mm × 210 mm |
| Binding |
: |
Paperback with Four Colour Jacket Cover |
| Pages |
: |
288 + 12 |
CONTENTS
Chapter 1 : INTRODUCTION
Chapter 2 : AIRPORT SURVEYS
Chapter 3 : AIRPORT PLANNING
Chapter 4 : RUNWAY DESIGN
Chapter 5 : TAXIWAY DESIGN
Chapter 6 : PLANNING AND DESIGN OF TERMINAL AREA
Chapter 7 : AIRPORT PAVEMENT DESIGN
Chapter 8 : AIRPORT GRADING AND DRAINAGE
Chapter 9 : VISUAL AIDS
Chapter 10 : AIR TRAFFIC CONTROL
Chapter 11 : HELIPORTS AND STOLPORTS
Chapter 1 : INTRODUCTION
General
Significance of transport |
I
II
III
|
Economic significance of transport
Political significance of transport
Social significance of transport
|
| Modes of transport |
I
II
III |
Land transport
Water transport
Air transport |
History of aviation
Air transportation in India |
(1)
(2)
|
Indian airlines corporation
Air India airlines corporation |
Civil aviation department
Open sky policy
Airport terminology
Component parts of aeroplane
|
I
II
III IV
V
VI
VII |
Engine
Flaps
Fuselage
Propeller
Three Controls
Tricycle undercarriage
Wings
|
| Aircraft characteristics |
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)
(11)
(12)
(13) |
Aircraft capacity
Aircraft speed
Aircraft weight and wheel arrangement
Fuel spilling
Jet blast
Minimum circling radius
Minimum turning radius
Noise
Range
Size of aircraft
Take off and landing distances
Type of propulsion
Tyre pressure and contact area
|
| Characteristics of the jet aircraft |
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9) |
Channelization
Fuel spilling
High-pressure tyres and small contact areas
High velocities
Hot blasts
Noise
Porpoising effect
Pumping of the joints
Sucking effect
|
Civil and military aircrafts
Classification of aerodromes
Classification of airports
Flying activities |
(1)
(2)
(3)
(4) |
Millitary operational flights
Non-scheduled commercial flights
Personal flights
Scheduled commercial flights |
| Questions |
Chapter 2 : AIRPORT
SURVEYS
General
Objects of surveys |
I
II
III
IV
V
VI
VII |
Approach zone survey
Drainage survey
Meteorological survey
Natural resources survey
Soil survey
Topographical survey
Traffic survey
|
| Drawings to be prepared |
(1)
(2)
(3)
(4)
(5)
(6)
(7) |
Drainage plan
Grading plan
Lighting plan
Master plan
Obstruction plan
Paiving
Topographic plan
|
| Questions |
Chapter 3 : AIRPORT
PLANNING
General
Improvement of existing airport |
(1)
(2)
(3)
(4) |
Capacity of existing airport
Improving the existing capacity
Traffic forecast
Planning a new airport
|
| Airport site selection |
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)
(11)
(12) |
Atmospheric and meteorological conditions
Availability of land for expansion
Availability of utilities
Development of the surrounding area
Economy of construction
Ground accessibility
Presence of other airports
Regional plan
Soil characteristics
Surrounding obstructions
Topography
Use of airport
|
| Airport size |
(1)
(2)
(3)
(4) |
Elevation of the airport site
Meteorological conditions
Performance characteristics of aircrafts
Volume of traffic
|
Forecasting in aviation
Airport obstructions |
I
II |
Imaginary surfaces
Objects with actual heights
|
Clear zone
Turning zone
Zoning laws |
(1)
(2) |
Height zoning
Land-use zoning |
| Regional planning |
(1)
(2)
(3)
(4) |
Air traffic
Existing airport
Population
Topographical features
|
| Airport architecture |
(1)
(2)
(3)
(4)
(5)
(6) |
Features of buildings
International airport
Materials of construction
Plants
Seating arrangements
Utilization of space |
| Environmental considerations |
I
II
III |
Environmental impact assessment (EIA)
Environmental impact statement (EIS)
Environmental management plan (EMP) |
| Factors influenced by airportactivity |
I
II
III
IV |
Ecological factors
Engineering and economic factors
Pollution factors
Social factors |
| Questions
|
Chapter 4 : RUNWAY
DESIGN
General
Runway orientation |
| |
Priliminary information required
Head wind
Cross wind component
Wind coverage
Wind rose |
Change in direction of runway
Basic runway length
|
(1)
(2)
(3) |
Normal landing
Normal take off
Stopping in emergency |
| Corrections to basic runway length |
(1)
(2)
(3) |
Correction for elevation
Correction for gradient
Correction for temperature |
| Geometric design of runways |
(1)
(2)
(3)
(4)
(5)
(6)
(7) |
Length
Longitudinal and effective gradient
Rate of change of longitudinal gradient
Safety area
Sight distance
Transverse gradient
Width
|
Balanced field concept
Airport capacity
Runway patterns |
(1)
(2)
(3)
(4) |
Single runway
Parallel runways
Intersecting runways
Divergent or open V-runways |
Comparison of runway patterns
Geometric design of runway intersection
Questions |
Chapter 5 : TAXIWAY
DESIGN
General
Layout of taxiways |
(1)
(2)
(3)
(4)
(5) |
Arrangement
Busy airports
Crossing
Higher turn-off speeds
Route
|
| Geometric standards for taxiway |
I
II
III
IV
V
VI
VII
VIII |
Length of taxiway
Longitudinal gradient
Rate of change of longitudinal gradient
Sight distance
Transverse gradient
Turning radius
Width of safety area
Width of taxiway
|
| Exit taxiways |
(1)
(2)
(3)
(4) (5)
(6)
(7)
(8) |
Air traffic control
Exit speed
Location of runways
Number of exits
Pilot variability
Topographical features
Types of aircrafts
Weather conditions |
Optimum location of exit taxiways
Design of exit taxiways
|
(1)
(2) (3)
(4) |
Angle of turn
Compound curve
Exit speed
Lengths L1 and L2
|
(5)
(6)
(7)
(8) |
Occupancy time
Shape of taxiway
Stopping distance
Turning radius
|
Loading aprons
Holding aprons |
(1)
(2)
(3)
(4)
(5)
(6) |
Configuration
Entry to the runway
Facility of bypass
Holding bays
Location
Peak demands
|
Fillets
Separation clearance
Bypass or turnaround taxiway
Questions |
Chapter 6 : PLANNING
AND DESIGN OF TERMINAL AREA
General
Terminal building |
I
II
III
IV
V
VI |
Design objectives
Facilities to be provided
Noise control
Planning considerations
Site selection
Space requirements
|
| Passenger flow |
(1)
(2)
(3)
(4)
(5)
(6) |
Arrival
Check-in
Waiting
Security screening
Departure
Deplaning |
| |
(1)
(2) (3)
(4) |
Arrival and departure areas
Baggage delivery
Information
Movement
|
| Parking of vehicles |
(1)
(2)
(3) |
Short-term
Long-term
Remote
|
| Size of apron |
I
II
III |
Gate position
Number of gates
Systems of aircraft parking
|
Apron turntable
Hangars |
(1)
(2) |
Nose hangars
T-hangars |
| Protection from jet blast |
(1)
(2) |
Blast fences
Erosion control
|
Typical airport layouts
Layout of military airports
Questions |
Chapter 7 : AIRPORT
PAVEMENT DESIGN
General
Types of pavements |
(1)
(2) |
Flexible pavements
Rigid pavements
Choice of the type of pavement
|
| Design factors |
(1)
(2)
(3) |
Characteristics of construction materials
Subgrade soil
Wheel load
|
Design of flexible pavements
Design of rigid pavements |
(1)
(2)
(3) |
FAA method
Method based on Westergaard's analysis
PCA method
|
| LCN method of pavement design |
| |
LCN for flexible pavement
LCN for rigid pavement |
| Causes of failure of pavements |
| I |
Failures in flexible pavements |
| |
|
Failure in subgrade
Failure in sub-base or base cources
Faillures in wearing course |
| II |
Failures in rigid pavements |
| Typical flexible pavement failures |
(1)
(2)
(3)
(4) (5)
(6)
(7)
(8) |
Alligator or map cracking
Consolidation of pavement layers
Formation of waves
Frost heaving
Lack of binding with the lower course
Longitudinal cracking
Reflection cracking
Shear failure |
| Typical rigid pavement failures |
(1)
(2)
(3)
(4)
(5)
(6) |
Mud pumping
Scaling of cement concrete
Shrinkage cracks
Spalling of joints
Structural cracks
Warping cracks
|
Maintenance and evaluation of airport pavements
Aircraft-pavement classification number system
Joints in cement concrete pavements |
(1)
(2)
(3)
(4) |
Expansion joints
Contraction joints
Warping joints
Construction joints |
Joint fillers and sealers
Pumping
Design of overlay pavement |
I
II |
Design of flexible overlay
Design of rigid overlay
|
| Pavements for light aircrafts |
(1)
(2) |
Flexible pavements
Rigid pavements |
| Questions |
Chapter 8 : AIRPORT
GRADING AND DRAINAGE
General
Importance of grading
General requirements of grading |
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8) |
Cuts and fills
Drainage
Equipment
Grade lines
Grading plans
Ground near landing strips
Intersection
Subgrade soils
|
Operations of grading
Earthwork computations |
(1)
(2) |
Cross-sectional method
Mass-haul curve method
|
Aims of airport drainage
Functions of airport drainage
Special characteristics of airport drainage
Basic requirements of airport drainage system |
(1)
(2)
(3)
(4) |
Capacity
Future expansion
Rapid drainage
Strength
|
| Surface drainage |
I
II
III
IV
V |
Objectives of surface drainage
Time of concentration
Estimating runoff
Design procedure
Layout of surface drainage
|
| Ponding |
| |
Meaning of the term
Necessity
Importance
Location
Design process |
| Sub-surface drainage |
I
II
III
IV
V
VI |
Functions of sub-surface drainage
Changes in moisture content
Base course and subgrade drainage
Intercepting drainage
Drainability of soils
Methods of sub-surface drainage
|
| Types of pipes |
(1)
(2)
(3)
(4) |
Bell and spigot pipes
Perforated pipes
Porous concrete pipes
Skip pipes |
Filler materials
Questions |
Chapter 9 : VISUAL
AIDS
General
Requirements of pilots for visual aids
Daytime with clear weather
Night and daytime with bad weather
Airport markings |
I
II
III
IV
V
VI |
Apron marking
Landing direction indicator
Runway marking
Shoulder marking
Taxiway marking
Wind direction indicator
|
| Guidance to pilots during landing |
(1)
(2)
(3) |
Alignment guidance
Height information
Visual parameters |
Factors affecting airport lighting
Elements of airport lighting |
I
II |
Airport beacon
Approach lighting |
| |
(1)
(2) |
Calvert system
ICAO system
|
III
IV
V
VI
VII
VIII
IX |
Apron and hangar lighting
Boundary lighting
Lighting of landing direction indicator
Lighting of wind direction indicator
Runway lighting
Taxiway lighting
Threshold lighting |
Other associated visual aids
Visibility
Questions
|
Chapter 10 : AIR
TRAFFIC CONTROL
General
Importance of air traffic control
Flight rures |
(1)
(2)
(3)
(4) |
Meaning
Principle
Responsibility
Type of control |
| Air traffic control network |
(1)
(2)
(3) |
Control centres
Control towers
Flight service stations
|
| Air traffic control aids |
I
II |
En route aids or airway aids
Landing aids or terminal aids |
Automation in air traffic control aids
Questions |
Chapter 11 : HELIPORTS
AND STOLPORTS
General
Advantages of helicopters |
(1)
(2)
(3)
(4)
(5) |
Bad weather
Future prospects
Military operation
Saving in time
Utility |
| Characteristics of helicopter |
(1)
(2) |
Flight characteristics
Physical characteristics |
| Planning of heliports |
I
II
III
IV
V
VI
VII |
Selection of site
Size of landing area
Orientation of landing area
Terminal area
Obstruction clearance requirements
Marking of heliports
Lighting of heliports
|
Elevated heliports
Heliports at airports
Characteristics of STOL aircraft
Advantages of STOL aircraft |
(1)
(2)
(3)
(4)
(5) |
Intercity transportation
Noise
Operation
Runway length
Use
of airspace |
| Planning of stolports |
I
II
III
IV
V
VI |
Obstruction clearance requirements
Runway length
Runway width
Taxiway width
Marking of stolports
Laighting of stolports |
| Questions |