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A multi-objective nonlinear integer programming model for mixed runway operations within the TMAs

Published online by Cambridge University Press:  20 July 2023

Z. Kaplan*
Affiliation:
Air Traffic Control Department, Eskisehir Technical University, İki Eylül, 26555, Eskisehir, Turkey
C. Çetek
Affiliation:
Air Traffic Control Department, Eskisehir Technical University, İki Eylül, 26555, Eskisehir, Turkey
T. Saraç
Affiliation:
Industrial Engineering Department, Eskisehir Osmangazi University, Meselik, 26480, Eskisehir, Turkey
*
Corresponding author: Z. Kaplan; Email: zekeriyakaplan@eskisehir.edu.tr
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Abstract

Global air traffic demand has shown rapid growth for the last three decades. This growth led to more delays and congestion within terminal manoeuvring areas (TMAs) around major airports. The efficient use of airport capacities through the careful planning of air traffic flows is imperative to overcome these problems. In this study, a mixed-integer nonlinear programming (MINLP) model with a multi-objective approach was developed to solve the aircraft sequencing and scheduling problem for mixed runway operations within the TMAs. The model contains fuel cost functions based on airspeed, altitude, bank angle, and the aerodynamic characteristics of the aircraft. The optimisation problem was solved by using the $\varepsilon$-constraint method where total delay and total fuel functions were simultaneously optimised. We tested the model with different scenarios generated based on the real traffic data of Istanbul Sabiha Gökçen Airport. The results revealed that the average total delay and average total fuel were reduced by 26.4% and 6.7%, respectively.

Information

Type
Research Article
Copyright
© The Author(s), 2023. Published by Cambridge University Press on behalf of Royal Aeronautical Society
Figure 0

Figure 1. A generic TMA configuration (top view).

Figure 1

Figure 2. The descent profile of arrival within the TMA (side view).

Figure 2

Table 1. Separation requirements (s) [35]

Figure 3

Figure 3. Conflict geometries: (a) same route, (b) converging routes (top view).

Figure 4

Figure 4. VM (top view).

Figure 5

Figure 5. Fly-by-turn to FAP (top view).

Figure 6

Figure 6. Flow diagram of the optimisation model.

Figure 7

Table 2. TMA EP levels, horizontal distances of routes (nm), heading angles and relative bearings

Figure 8

Figure 7. İstanbul TMA and EPs to LTFJ.

Figure 9

Table 3. Fuel for $\left(f_i^{\,tod - faf}\right)$(kg)

Figure 10

Table 4. Horizontal distance for $\left(l_i^{tod - faf}\right)$(nm)

Figure 11

Table 5. Times for $\left(d_i^{tod - faf}\right)$ (s)

Figure 12

Table 6. Fuel, required horizontal distance and time from TFA to REP

Figure 13

Table 7. Numbers, identifications, and fuel flow rates [59]

Figure 14

Table 8. TWs for operations in cases C1 and C2

Figure 15

Table 9. Description of runs

Figure 16

Figure 8. Results for traffic level of 16 aircraft.

Figure 17

Figure 9. Results for traffic level of 18 aircraft.

Figure 18

Figure 10. Results for traffic level of 20 aircraft.

Figure 19

Figure 11. Results for traffic level of 22 aircraft.

Figure 20

Table 10. The percent improvement rates in total delay for C1 and C2

Figure 21

Figure 12. Total delay (s).

Figure 22

Table 11. Average percent improvement rates in total fuel

Figure 23

Figure 13. Total fuel (kg).

Figure 24

Table 12. The average number of delayed aircraft

Figure 25

Table 13. Fuel during the VM (kg)

Figure 26

Table 14. Fuel during level flights (kg)

Figure 27

Table 15. Percent improvement rates in the total delay and total fuel for real data

Figure 28

Table 16. Average computation times of non-dominated solutions (s)

Figure 29

Figure 14. Results for actual operation data.