Q.1
According to ICAO, all markings on the runways are
Q.2
For Class ‘A’ Air port the difference of reduced levels of higher and lower edges of the conical surface, is
Q.3
In approach areas of runways equipped with instrumental landing facilities any object within 4.5 km distance from runway end shall be considered as an obstruction if its height is more than
Q.4
Castor angle is defined as the angle
Q.5
For supersonic transport aircraft, the minimum turning radius of taxiway is
Q.6
Consider the following statements regarding ICAO recommendation for correction to basic runway length of these statements
1. The basic runway length should be increased at the rate of 7 percent per 300 m rise in elevation above the mean sea level.
2. The basic runway length after having been corrected for elevation should be further increased at the rate of 1 percent for every 1°C rise in airport reference temperature above the standard atmospheric temperature at that elevation.
3. The runway length after having been corrected for elevation and temperature should be further increased at the rate of 20% for every 1 percent of effective gradient.
Q.7
The centre to centre spacing of heliport lighting along the periphery of landing and takeoff area should be
Q.8
The runway orientation is made so that landing and takeoff are
Q.9
Two single runways may be arranged so as to have
Q.10
The width and interval of transverse centre line bars along the extended centre line of runway, in approach lighting system are
Q.11
As per ICAO, the minimum basic runway length for A and E type of airport will be
Q.12
Zero fuel weight of an aircraft is:
Q.13
The thickness design of the pavement, is decided on the load carried by
Q.14
Conical surface of the approach area rises outwards
Q.15
From the end of an instrumental runway, the approach surface rises outwards
Q.16
If the monthly mean of average daily temperature for the hottest month of the year is 25°C and the monthly mean of the maximum daily temperature of the same month of the year is 46°C, the airport reference temperature is
Q.17
The main disadvantage of angle nose out parking configuration of aircraft is that the
Q.18
The slope of the transitional surface for A, B and C type of runway shall be
Q.19
The total length of a runway is 1000 m. The elevation at distance 0,200 m, 400 m, 600 m, 800 m and 1000 m are 100.0 m, 99.2 m, 101.0 m, 101.8 m, 101.4 m and 101.0 m respectively. The effective gradient of runway will be.
Q.20
According to I.C.A.O. the slope of transitional surface at right angles to the centre line of runway, is kept
Q.21
The slope of the obstruction clearance line from the boundary of the heliport should be
Q.22
The engine failure case for determining the basic runway length may require
Q.23
Which of the following is an example of failure in flexible pavements?
Q.24
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
Q.25
According to I.C.A.O. all markings on the runways are painted white and on taxiways
Q.26
For the proposed air port, the survey project provides
Q.27
As per ICAO, for A, B, and C type of airports, maximum effective, transverse and longitudinal grades in percentage respectively are
Q.28
An airport has 4 gates. If the weighted average gate occupancy time is 30 minutes and gate utilization factor is 0.5, then the capacity of the gate will be
Q.29
Geometric design of holding apron of these statements
Q.30
Total correction for elevation, temperature and gradient for a runway should not be more than
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