Airport Operations Flashcards

1
Q

runway

A

made of concrete or bituminous construction, dimensioning in compliance with ICAO guidelines and MSL

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2
Q

runway navigation lighting

A

border, middle line, edge, and approach

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3
Q

taxiway

A

made of concrete or bituminous construction, dimensioning in compliance with ICAO guidelines and MSL

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4
Q

taxiway navigation lighting

A

border, middle line, stop bar

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5
Q

apron

A

mostly concrete

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6
Q

ATC facilities

A

tower, ground control

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7
Q

technical facilities

A

fuel tanks, maintenance hangar

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8
Q

ICAO standards vs recommended practices

A

compulsory minimum requirements vs recommended implementation guidelines

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9
Q

ICAO guidelines annex 14

A

aerodome design and operations, heliports

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10
Q

annex 14 part a aerodrome data

A

ARC aerodrome reference code. aircraft categories (wingspan, wheelbase, etc) determine aeroplane reference field length

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11
Q

annex 14 part b physical charecteristics

A

design of runway, apron, parking positions, taxiways, etc with respect to dimensioning, gradients, curve radii, surface design

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12
Q

annex 14 part c obstacle restriction and removal

A

building height, natural obstacles

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13
Q

annex 14 part d equipment and installations

A

installation and operation of electric energy supply, safety lighting

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14
Q

annex 14 part e emergency and other services

A

requirements to rescue services, airport fire department, and emergency planning

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15
Q

annex 14 part 2 heliports

A

planning of part 1 are analogously valid for helicopter airfields

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16
Q

annex 14 manuals

A

aerodrome design, airport planning, airport service, heliport

17
Q

airport master plan

A

development plan for well coordinated and demand oriented expansion

where, max potential, time horizon

define balance of capacity

18
Q

balance of capacity

A

an economically well balanced equilibrium among the primary traffic handling facilities (regional connections, car parking, terminals, apron, runway, airspace)

19
Q

airport capacity

A

bottlenecks are runways taxiways and aprons

20
Q

taxiway capacity

A

exceeds runway capacity by considerable margin, airport specific and must be resolved in the context of local conditions

21
Q

apron capacity

A

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

22
Q

minimum separation requirements

A

light (L), medium (M), heavy (H), super(J)

23
Q

runway capacity

A

aircraft performance characteristics, geometric characteristics of runway, aircraft fleet mix, types of movements

24
Q

multi-runway system

A

geometric layout (parallel must be at least 210m apart and more than 1035m to be independent)

degree of dependence between runways

25
Q

runway configurations

A

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.

26
Q

runway configuration capacity envelopes

A

pareto frontier of achievable arrival and departure rates, should have line for VMC and IMC (visual vs meteorological)