When changing direction because of a maneuver order or a beacon (t=4), the segment becomes a parallelogram that increases in the speed direction. When changing a second time direction (t=7), the parallelogram becomes an hexagon that increases in the new speed direction, and so on. To check a conflict at time t, the distance between the two polygons modeling the aircraft positions is compared to the separation standard.![]()
A maneuver is determined by the maneuver starting time t0, the turning point time t1 and the deviation angle s.![]()
No maneuver is simultaneously done in the horizontal and vertical plane. This model has the great advantage of reducing the size of the problem. In order to solve conflict due to aircraft taking off or entering the airspace simultaneously at the same point, a variable of delay td is introduced.![]()
Conflict work load9 is defined as the average number of separation minima infringements per sector. For sectors G2 and G3, it is described in figure 6, for peak hours of September 1996. With RVSM, conflict rates are reduced in average by 50%. Despite traffic flow increases in G2, the conflict rate is reduced by 40%. Other conflict related indictators are in similar plight.
Sector Ref Single Double Quad. G2 4.048 2.212 2.356 1.926 G3 4.154 1.962 2.048 2.014
Figure 6: Average number of conflicts per hour computed for peak hours of September 1996
At the system level, we estimate (figure 7) the impact of RVSM organizations on conflict density with a conflict risk indicator: the number of conflict per hour of flight, for all conflicts above FL100, and for all the simulated traffic sample (353,741 flight plans).
Traffic Ref Single Double Quad. Filled 0.491 0.284 0.278 0.268 Actual 0.444 0.247 0.240 0.233
Figure 7: Conflict risk levels for proposed RVSM organizations and impact of traffic flow regulation
We estimated the impact of traffic density on the overall risk level by taking the same traffic sample and compressing the flights' entry time in the simulation (divided by two to double the density). Standard air route network and vertical separation minima was used (figure 8).
Traffic Risk Variation 0.491 +20% 0.571 +16% +50% 0.698 +42% +100% 0.901 +83% +200% 1.295 +163%
Figure 8: Impact of density factor on risk level
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