Airport Operations Flashcards
runway
made of concrete or bituminous construction, dimensioning in compliance with ICAO guidelines and MSL
runway navigation lighting
border, middle line, edge, and approach
taxiway
made of concrete or bituminous construction, dimensioning in compliance with ICAO guidelines and MSL
taxiway navigation lighting
border, middle line, stop bar
apron
mostly concrete
ATC facilities
tower, ground control
technical facilities
fuel tanks, maintenance hangar
ICAO standards vs recommended practices
compulsory minimum requirements vs recommended implementation guidelines
ICAO guidelines annex 14
aerodome design and operations, heliports
annex 14 part a aerodrome data
ARC aerodrome reference code. aircraft categories (wingspan, wheelbase, etc) determine aeroplane reference field length
annex 14 part b physical charecteristics
design of runway, apron, parking positions, taxiways, etc with respect to dimensioning, gradients, curve radii, surface design
annex 14 part c obstacle restriction and removal
building height, natural obstacles
annex 14 part d equipment and installations
installation and operation of electric energy supply, safety lighting
annex 14 part e emergency and other services
requirements to rescue services, airport fire department, and emergency planning
annex 14 part 2 heliports
planning of part 1 are analogously valid for helicopter airfields
annex 14 manuals
aerodrome design, airport planning, airport service, heliport
airport master plan
development plan for well coordinated and demand oriented expansion
where, max potential, time horizon
define balance of capacity
balance of capacity
an economically well balanced equilibrium among the primary traffic handling facilities (regional connections, car parking, terminals, apron, runway, airspace)
airport capacity
bottlenecks are runways taxiways and aprons
taxiway capacity
exceeds runway capacity by considerable margin, airport specific and must be resolved in the context of local conditions
apron capacity
static capacity: number of aircraft stands available at the airport
dynamic capacity: number of aircraft that can be served at the apron per unit of time, typically hour, more important than static
minimum separation requirements
light (L), medium (M), heavy (H), super(J)
runway capacity
aircraft performance characteristics, geometric characteristics of runway, aircraft fleet mix, types of movements
multi-runway system
geometric layout (parallel must be at least 210m apart and more than 1035m to be independent)
degree of dependence between runways
runway configurations
airports may choose to use some or all of their runways based on maximizing capacity, minimizing noise impacts, and retaining opportunity to switch config based on weather.
runway configuration capacity envelopes
pareto frontier of achievable arrival and departure rates, should have line for VMC and IMC (visual vs meteorological)