As per ICAO recommendation, the rate of change of longitudinal gradient per 30 m length of vertical curve for A and B type of airports is limited to a maximum of _____ ?
A. 0.3 %
B. 0.4%
C. 0.1 %
D. 0.2%
Airport Engineering
Airport engineering involves the planning, design and construction of airports and related facilities to ensure the safe and efficient movement of aircraft, passengers and cargo
Engine failure case for determining the basic runway length may require _____ ?
A. either a clearway or a stopway
B. only clearway
C. only stop way
D. either a clearway or a stopway or both
An airport has 4 gates. If the weighted average gate occupancy time is 30 minutes and gate utilisation factor is 0.5, then the capacity of the gate will be ____ ?
A. 4 aircrafts per hour
B. 8 aircraft per hour
C. 1 aircraft per hour
D. 17 aircraft per hour
Slope of the transitional surface for A, B and C type of runway shall be _____ ?
A. 2:6
B. 3:5
C. 7:3
D. 1:7
As per UK design criteria, if LCN of aircraft is between 1.25 to 1.5 times the LCN of pavement, then the number of movements allowed are _____ ?
A. 300
B. 230
C. Zero
D. Unrestricted
Centre to centre spacing of heliport lighting along the periphery of landing and take off area should be ____ ?
A. 5.5 m
B. 7.5 m
C. 2.8 m
D. 1.6 m
In Intrumental landing system, the middle markers are located ____ ?
A. at the runway threshold
B. along the extended centre line of runway end
C. about 1 km. ahead of the runway threshold
D. All of them
Runway threshold is indicated by a series of parallel lines starting from a distance of _____ ?
A. 6 m from runway end
B. 16 m from runway end
C. 3 m from runway end
D. 10 m from runway end
For determining the basic runway.length, the landing case requires that aircraft should come to a stop within p % of the landing distance. The value of p is ____ ?
A. 20 %
B. 100 %
C. 40 %
D. 60%
As per ICAO, for airports serving big aircrafts, the crosswind component should not exceed _____ ?
A. 65 kmph
B. 35 kmph
C. 15 kmph
D. 25 kmph