By Peter J. Swatton
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Extra resources for Aircraft performance theory for pilots
38 Aircraft Performance Theory It is therefore the total distance available for an aircraft to accelerate to decision speed, abandon take-off and then brake to a halt which is the length of TORA plus the length of the stopway, if such a stopway is declared available by the appropriate authority and is capable of bearing the aeroplane weight in the prevailing operating conditions. (TORA + stopway) = ASDA is shown in Fig. 3. 48O(a)(l); ICAO Annex to Part 1 Attachment C. Runway Runway Stopway ~------J I No Stopway If there is no stopway available then the Accelerate/Stop Distance Available (Emergency Distance Available) = Take-Off Run Available.
Because it is associated with the part of take-off after the aircraft becomes airborne, it may extend over land or water and does not require any bearing strength. It is the responsibility of the airport operating authority to ensure that if any clearway extends beyond the airfield boundary it is kept free of obstacles, or infringement. 2 gives clearway widths for UK aerodromes. 4. They are the normal, the horizontalplane and the runway-continued-plane clearways, each of which is limited in a different manner.
Stopways having similar appearance to the runway, because of the surface treatment of the stopway, are differentiated by a distinctive marking method at the end of the runway. If the stopway characteristics are substantially different from those of a smooth hard-surfaced runway then correction factors included in the take-off data will enable account to be taken for the differences in all seasonal conditions. 109(d). In some areas it is possible that ground which is suitable for use as stopway during a dry season is not suitable during a wet season.