Airport Engineering 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 Zero 3000 Unrestricted 300 Zero 3000 Unrestricted 300 ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering 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 1 aircraft per hour 4 aircrafts per hour 2 aircrafts per hour 16 aircrafts per hour 1 aircraft per hour 4 aircrafts per hour 2 aircrafts per hour 16 aircrafts per hour ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering For night landing, the thresholds are lighted Red White Yellow Green Red White Yellow Green ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The length of clear zone for none instrument runway of a small aircraft is 300 m 150 m 600 m 750 m 300 m 150 m 600 m 750 m ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering The depressions and undulations in the pavement, are caused due to All listed here Punching effect Improper compaction of sub-grade Impact of heavy wheel loads All listed here Punching effect Improper compaction of sub-grade Impact of heavy wheel loads ANSWER DOWNLOAD EXAMIANS APP
Airport Engineering A gradient of + 0.08% is followed by a gradient of - 0.07%. If the permissible rate of change of grade is 0.003 per 30 meters, the length of the transition curve, is 175 m 150 m 160 m 140 m 175 m 150 m 160 m 140 m ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS