Runway may be reduced from 60 to 45 m; it is sufficient to design runways for single wheel loading of 30 tons instead of 45 tons; minimum taxiway width may be reduced from 30 to 22.5 m; longitudinal gradient must not exceed 1.5%; requirements for aircraft movement areas; effects of heat, snow, and frost; problems of visual approach and landing aids.
Adaptation of airports to needs of commercial jet aircraft
L'adaptation des aeroports aux besoins des avions commerciaux a reaction
Travaux ; 43 , n 293
1959
16 pages
Aufsatz (Zeitschrift)
Französisch
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