EN-024 A Simulation Study on a Method of Departure Taxi Scheduling at Haneda Airport

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EN-024 A Simulation Study on a Method of Departure Taxi Scheduling at Haneda Airport Izumi YAMADA, Hisae AOYAMA, Mark BROWN, Midori SUMIYA and Ryota MORI ATM Department,ENRI i-yamada enri.go.jp

Outlines Background and objectives Characteristics of Haneda airport Traffic management algorithm Results of fast-time simulation experiment Reduction of taxiing and queuing time Guarantee of takeoff time Discussion Conclusion 2

Backgrounds Corresponding R&D vision ICAO ASBU(Aviation Systems Block Upgrades) Module 80: Airport CDM (Collaborative Decision Making) Module 15: AMAN/DMAN (Arrival/Departure Manager) Corresponding R&D reports in Europe and the United States says Airport CDM is effective for improving efficiency and punctuality of airport operation CARATS (JAPAN: Collaborative Actions for Renovation of Air Traffic Systems) Bottlenecks at congested airports and airspaces in the Greater Tokyo Metropolitan area, etc. must be eliminated 3

Aims of the study To examine a traffic management method suitable for Haneda airport Departure taxi scheduling Expected performance 1. Reduction of taxiing time Especially for departure 2. Transparency in takeoff time planning and execution (guarantee of takeoff time) 4

About Haneda airport (1/2) The most congested airport in Japan Over 1,000 movements per day Origin and destination of major air traffic flow in Japan Mainly used for domestic airways Sapporo Osaka Fukuoka Tokyo (Haneda) Naha 5

About Haneda airport (2/2) Int l terminal Cargo Domestic terminal Photo: MLITT A-RWY 3,000m Hangar C-RWY 3,000m Complex layout and operation 4 runways (2 pairs of parallel runways) 3 or 4 runways constantly active Interference between runways occurs frequently Gates: densely located around terminal buildings D-RWY 2,500m 6

Interference between runways Example of southerly wind configuration C-RWY Gates Domestic terminal HANGAR Crossing of flight paths A-RWY N International terminal Departure flight path Arrival flight path (considering go-around) 7

Simulated surface traffic flow (simulator developed by ENRI) Departure Queuing Departure Arrival Runway occupation Time(JST) 8

Location of congestion at Haneda Almost limited in the area before departure runway Relevant to apply taxi scheduling (queue management) Departures (504 flights) Mapping of taxiing time with speed less than 10 [km/h] (excl. pushback) 9

Simplified congestion model Focusing on takeoff queues Dynamics of congestion will be determined by Takeoff capacity of runway system Number of departures reaching takeoff queue Takeoff capacity drops temporarily due to interference with arrival flow Final approach Gates Apron/ Taxiway Takeoff queues FIXED taxi times w.r.t gate-runway pair Runway system 10

Runway capacity constraint model Based on Gilbo s capacity model Count (#dep., #arr.) observations in 5 minute time window, rejecting (0,0) as exception Evaluate the proportion of each (#dep., #arr.) in total observations #dep. #arr. 0 1 2 3 4 0 21.0% 11.6% 5.7% 1.2% 1 18.3% 17.1% 13.0% 5.4% 0 2 3.9% 1.5% 1.0% 0 0 3 0 0 0 0 0 Departures from A-RWY Capacity constraint assumption #/5 3 #/5 Arrivals on D-RWY (Simulation example, dep.: A-RWY, arr.: D-RWY) 11

Departure scheduling algorithm 1/2 Taxi time table Predicted flow Queue prediction Runway capacity model Block-out time assignment Takeoff time window assignment Final approach Arrivals Gates Departures Apron/ Taxiway Actual flow Takeoff queues Runway system 12

Departure scheduling algorithm 2/2 a) Predicted interfering landing number per 5 minutes One arrival within 5-minute window Queue prediction Takeoff time window assignment Block-out time assignment 3 18:45 19:00 19:15 19:30 time b) Predicted takeoff demand per 5 minutes 18:45 19:00 19:15 19:30 time c) Takeoff time window assignment 1 1 18:45 3 5 2 4 2 6 5 6 4 3 9 8 7 8 7 13 12 10 11 11 14 10 13 9 12 19 15 18 14 16 17 16 18 19 15 17 20 19:00 19:15 19:30 One departure within 5-minute window 22 20 21 22 21 time 13

Baseline scenario Derived from observation of actual operation Block-out/ -in time and gate Takeoff / landing time and runway number of flights 80 70 60 50 40 30 20 10 0 Hourly traffic volume 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 time (JST) arr22 Arr., B Arr., arr23 D Dep., dep16lc Dep., A dep16r Through the day Dep.: 504 flights Arr.: 525 flights 14

Modified scenario 94 departures were assigned block-out delay Sum of delay: 249 min. Many for congested period in the evening Number of departures with delayed block-out 14 12 10 8 6 4 2 0 for 16L: t_req moved Delay-assigned Dep., C-RWY Delay-assigned for 16R: t_req moved Dep., A-RWY Avg. of assigned delay [min] average of assigned wait 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 time (JST) 7 6 5 4 3 2 1 0 Average of assigned delay [min] 15

Simulation result Departures continually coming Queue Reduced queue Departure Arrival RWY16R Baseline scenario Modified scenario Queue reduction in congested period (19:30 JST) 16

Performance index 1. Reduction of taxiing time How to measure Comparing taxiing/queuing time between the simulation result of baseline and modified scenario Baseline Scenario Modified Scenario DEP003 DEP002 DEP001 DEP003 DEP002 Taxiing time Queuing time DEP001 Block-out Join queue Takeoff Time 17

Performance index 1. Reduction of taxiing time Significant reduction in the evening Through the day: total 2.12% (133 min.) reduction for departure taxiing time Decrease in departures' taxiing time and queueing time [min] 55 50 45 40 35 30 25 20 15 10 5 0-5 -10 decrease in taxiing time decrease in queuing time 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 time (JST) 18

Performance index 2. Guarantee of takeoff time How to measure Punctuality: takeoff within the assigned takeoff time window Too early Takeoff 5 minutes Assigned window Time On time Takeoff Assigned window Time Too late Takeoff Assigned window Time 19

Performance index 2. Guarantee of takeoff time 63.3% of departures took off within assigned 90 time window Too early On time Too late 80 70 Number of departures 60 50 40 30 20 92 acft. (18.2%) 319 acft. (63.3%) 93 acft. (18.5%) 10 0-5 -4-3 -2-1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15+ Difference b/w planned and resulting takeoff time [min] 20

Discussion 18.2% took off slightly earlier than assigned window (up to 4 min., mostly within 2 minutes) Due to rough assumption on runway capacity Sometimes #dep. + #arr. > 3 18.5% took off later than assigned window In some cases, large deviation from assigned window Though, takeoff times are same as baseline results Due to unmodeled congestion factor Congestion at aprons These may be solved by detailed modeling 21

Conclusions Traffic management method suitable for Haneda airport Departure taxi scheduling Good performance obtained Reduction in departure taxi time : 2.12% Guarantee on takeoff time : 63.3% Problems to be solved More precise forecast of runway capacity Taxi time prediction method considering apron congestion 22

Acknowledgement The authors express special thanks to the Japanese Civil Aviation Bureau (JCAB) of the Ministry of Land, Infrastructure, Transport and Tourism (MLITT) for providing the source data. and especially Thank you for your attention! i-yamada enri.go.jp 23

24

BACKUP SLIDES 25

Motivation CARATS says Bottlenecks at congested airports and airspaces in the Greater Tokyo Metropolitan area, etc. must be eliminated Many literatures report effectiveness of Airport CDM How will Airport CDM work at Haneda airport? Reference: JCAB, Long-term Vision for the Future Air Traffic Systems, 2010. http://www.mlit.go.jp/common/000128185.pdf 26

Our research topics Technical arguments on traffic management at Haneda airport Post-operation data processing Surface traffic flow analysis Identification of congested area Queue analysis Airport surface movement simulator Traffic management methods Evaluation methods for traffic management 27

Traffic management algorithm 1/2 Arrivals assumed as independent movement Landing time assumed as fixed enabling takeoff capacity prospect Time management for departures Predict takeoff demand at runway from initial planning of departing gate Detect excess demand compared to the prospect of takeoff capacity Assign wait at gate for excess demand 28

Congestion at apron Departure s taxiing route is blocked by arrivals headway blocked 29