Airport Operations Analysis Using Fast-Time Simulation Models Dr. Alexander Klein Jianfeng Wang Stephen Szurgyi CENTER FOR AIR TRANSPORTATION SYSTEMS RESEARCH GMU Airport Operations Research Capacity Safety Economic Analysis Wide range of models & tools Stochastic Simulation • Identifying best solution in a fastest way 99% Confidence Intervals Bag Throughput Bag Throughput #1 #2 #3 #4 #5 Equipment Solutions Single run 2 #1 #2 #3 #4 #5 Equipment Solutions Multiple runs CATSR LaGuardia Airport – “Upgauging” CATSR Problem • One of nation’s most congested airports • Slot controlled • Large proportion of regional jets (RJs) • FAA and NYPA looking for ways to increase pax throughput from 25 to 30M / year without increasing congestion Proposed action • Incentivize air carriers to “upgauge” to larger aircraft Question posed to research community • Would upgauging negatively affect LGA operations/delays? Must look at Runway, Taxiway and Gate capacity 3 Simulation Scenarios RWY Config CATSR Day 061404 (ETMS) A22/D13 041905 (GRA) 081105 (ETMS) 061404 (ETMS) A22/D31 041905 (GRA) 081105 (ETMS) 4 Fleet mix Baseline 12% less RJs 25% less RJs Baseline Upgauged (50% less RJs) Upg (757s to A321s) Baseline 12% less RJs 25% less RJs Baseline 12% less RJs 25% less RJs Baseline Upgauged (50% less RJs) Upg (757s to A321s) Baseline 12% less RJs 25% less RJs CATSR 5 CATSR 6 Summary of Results Run Config Number of Schedule Flights in TAAM Fleet Mix CATSR Total Avg Avg Est'd Available Seats Annual Pax Delay per per Seats excluding GA Flight per Day Flight Avg Average Delay Standoff per Time per Seat Flight Est'd Carriers Most PeakAffected by Time Gate Shortages Gate Shortage Minutes 1 2 3 4 5 6 ETMS 6/14/2004 (filled to 75 ops/hr) A22/D13 (Peak sustained GRA 0419 AAR/ADR = 39.5) 7 8 ETMS 8/11/2005 9 10 11 12 ETMS 6/14/2004 (filled to 75 ops/hr) 1206 Baseline 111279 92 24,795,807 16.0 15.4 0.9 1 None 1208 12% RJ to NB 114456 95 25,461,499 17.8 17.6 0.9 1 None 1208 25% RJ to NB 118192 98 26,292,597 16.9 16.8 0.7 1 None 1178 Baseline 113142 96 25,810,172 11.4 10.5 1.0 1 None 1190 Upgauged 135165 114 30,523,169 15.2 14.9 1.5 2 COM, EGF, USA Upg, 757to321 133075 112 30,051,202 13.0 12.9 1.6 2 COM, EGF, USA 1190 1222 Baseline 113851 93 25,036,751 19.0 17.8 2.6 4 USExp, COM 1222 12% RJ to NB 117305 96 25,796,314 17.5 16.6 2.7 4 USExp,EGF,COM 1222 25% RJ to NB 122567 100 26,953,470 18.6 18.0 2.6 4 USExp,EGF,COM 1206 Baseline 111279 92 24,795,807 23.5 22.4 1.7 2 COM, EGF 1208 12% RJ to NB 114456 95 25,461,499 25.1 23.8 1.5 2 COM, EGF 1208 25% RJ to NB 118192 98 26,292,597 27.0 26.1 2.2 3 COM, EGF 1178 Baseline 113142 96 25,810,172 16.0 14.2 0.9 1 None 1190 Upgauged 135165 114 30,523,169 23.0 21.8 2.5 4 COM, EGF, USA Upg, 757to321 133075 112 30,051,202 21.2 20.0 2.5 3 COM, USA, EGF A22/D31 13 (Peak 14 sustained GRA 0419 AAR/ADR 15 = 38) 1190 16 1222 Baseline 113851 93 25,036,751 27.8 25.1 3.0 4 USExp,EGF,COM 1222 12% RJ to NB 117305 96 25,796,314 27.3 25.0 2.9 4 USExp,EGF,COM 1222 25% RJ to NB 122567 100 26,953,470 24.8 22.7 2.4 3 USExp,EGF,COM 17 7 18 ETMS 8/11/2005 Gate Activity (TAAM Simulation) - excerpt Example: A22/D13, 04/19 (GRA) Upgauged 6 am gtCTBA02 gtCTBA03 gtCTBA04 gtCTBA05 gtCTBA06 gtCTBA07 gtCTBB01 gtCTBB02 gtCTBB03 gtCTBB04 gtCTBB05 gtCTBB06 gtCTBC01 gtCTBC03 gtCTBC04 gtCTBC05 gtCTBC08 gtCTBC09 gtCTBC10 gtCTBC11 gtCTBC12 gtCTBD01 gtCTBD02 gtCTBD03 gtCTBD04 gtCTBD05 gtCTBD06 gtCTBD07 gtCTBD08 8 gtCTBD09 . . . . . . . . . . . . COA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ACA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MDW . . . . . . . . . . . . COA . . . . . . . . . . . . MDW . . . . . . . . . . . x ATA/FFT . . . . . . . . . . . x Spirit, JBU . . . . . . . . . . . x . . . . . . . . . . . . AAL/EGF . . . . . . . . . . . . . . . . . Gate . . . . . . . . . . . . utilization . . . . . in. . .UAL . . . . TAAM . . . is. only . . . . . . . . an . . . . . . . . . . . . approximation . . . . . . . . . . . . of . a . real . . day . . . . . . . . of . operation. . . . . . . . . . . . . . . . . . . . . . . . This . . plot . . is . a. . . . . . . simplified . . . . . . . . . . . . representation . . . . . . . .AAL/EGF . . . . of . continuous . . . . . . . . . . . gate . . . . . . . . . . . . occupancy. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . x . . . x . . . x x x x x . . x x . x . . x x x . . . . . x x 10 am . x . x . . x x x x x x x . x x . x . . x x x x x x . . x x . x x x x . x x x x x x x x x x . . . . x x x x x x x x x x . x x x x . . x x x x x x x x x . . . . x x x x x x x x x x . x . x . x . x x x x x x x x x . x . . x x x x x x x . x x . x x x . x x . x x . x x x x . . x . . x x x x x x x . x x . x x x x x x x x x . x x x x . . . . . x . x x x x x . x . . x . x x . x x x x . x x x . x x . . . x x x x x x x . x x . x . . x . . x x x x x . x . x x x . . x x x x . x x . x x 2 pm . x . x x x . x . x x x x x . x . x . . x x x x x . x . . x . x . x . x . x x x . x x x x x . x . . . x x x x . x . x x . x x x x . x x x x . x x . x . . . . . x x x x x . x . x x . x x x x . x x x x x x x x . . x x . . x x . x x x . . . x . x . x x x . x x . x x x x x x x x . . x . x x . x . . x x . x . x x x . x x x x x . x x x . x . x x x x x . x x x x x . x . x x . x x x x . . x x . x x x . x x x . x x x x x . x . x . . x . x x . x . . x x . x x x . . x x . . x . x x . x CATSR 6 pm . x . . x . . . . x x x x x . x . x . . x . . x x . x x . . . x . x x . . . x x x x . x x x . x . . x . x x . x x x x x . x . x x . . x x x x . x x x x x . . x x x x x . x . x x x . x . x . . x x x x x x x x x x x . . x x x x . x x . x . x x x x . x . x x x x x x x x . x x . . x x . . x x . . x . . x x x . x . . . x x . x . x . x . x . x x x . x . . x . x x x x x . . . x . x x . x . x . . x x x . x x . . . . x x x x x x x . . x x x x x . . x . x . x x x x . x x . x . x x . x 10 pm . x . . . x . x . x x . x x x . . x x x . x x x x x x . . x . x . . x x . x x x x x . x . x . x x x x x x x x x x x . x . x . x x x x x x x x x x x x x . . . x x x x . x . x x x x . x x x . x x x x x x x x x x x x x . x x . x x x . x . x x . x x . x . x x . x x x x . x x x x . . x x x x x x . . x x . x x . x . x x x x . x x x x . . x . . x x x x x x . . x x . x x . . . x x x x . x x x x . . x . . x x x x . x . . . x . . . . x . . . x x x x . x x x . . . . x x x x . . . . . x . . . . x . . x . x x x . . x x . . . . . . x . . . . . . x . . . . . . . x . x . x . . x . . . . . . . . . . . . . . x . . . . . . . . . . . x . . . . . . . . . . . . . . . . . . Average Delay & Standoff Time / Flight 04/19/05 Sample (GRA) CATSR A22/D31, 04/19 (GRA 2005) A22/D13, 04/19 (GRA 2005) 25.0 2.0 10.0 1.0 5.0 0.0 0.0 Baseline Upgauged Upg, 757to321 4.0 20.0 Delay 15.0 9 25.0 Standoff Time Delay 3.0 5.0 Avg Standoff Time / Flight 4.0 20.0 Avg Delay / Flight, mins 30.0 5.0 3.0 15.0 2.0 10.0 1.0 5.0 0.0 0.0 Baseline Upgauged Upg, 757to321 Standoff Time Avg Delay / Flight, mins Avg Standoff Time / Flight 30.0 Understanding Differences in Delays Impact of Schedule Lumpiness (1 of 2) 50 50 ARR DEP 45 40 35 35 30 30 25 25 Demand- Base 20 20 15 15 10 Demand- Upgauged 10 80000 80000 5 Standoff (secs) Gate (secs) 5 70000 70000 40000 40000 30000 30000 20000 20000 10000 10000 0 00 0: :0 22 4::0 00 23 0 5::0 000 06: :000 0 7: 00 8: 00 9: 00 10 :0 0 11 :0 0 12 :0 0 13 :0 0 14 :0 0 15 :0 0 16 :0 0 17 :0 0 18 :0 0 19 :0 0 20 :0 0 21 :0 0 22 :0 0 23 :0 0 00 21 : 00 20 : 00 19 : 00 18 : 00 17 : 00 00 16 : 00 15 : 00 14 : 00 13 : 00 12 : 00 11 : 10 : 0 9: 0 0 8: 0 0 0 7: 0 6: 0 0 0 5: 0 0 4: 0 0 :0 50000 23 :0 21 50000 010 Taxiway (secs) Sequencing (secs) 0 00 00 00 0(secs) 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 Runway 0 4: 5: 6: 7: 8: 9: 10: 11: 12: 13: 14: 15: 16: 17: 18: 19: 20: 21: 22: 23: 600000 0 0 :0 20 19 :0 0 0 0 :0 :0 18 17 :0 0 0 :0 16 15 14 :0 0 0 :0 13 12 :0 0 0 0 :0 :0 11 10 9: 00 00 8: 7: 00 00 00 6: 00 5: 60000 Delays- Upgauged 0 Delays- Base 22 0 4: ARR DEP 45 40 CATSR Understanding Differences in Delays Impact of Schedule Lumpiness (2 of 2) Modified, lumpier schedule, larger fleet: delay increase is noticeable Same schedule, larger fleet: delay increase is small 15.0 2.0 10.0 1.0 5.0 0.0 0.0 Baseline 12% RJ to NB 25% RJ to NB 25.0 4.0 3.0 15.0 2.0 10.0 1.0 5.0 0.0 0.0 Baseline 12% RJ to NB 25% RJ to NB Avg Delay / Flight, mins 30.0 5.0 Avg Standoff Time / Flight 20.0 Delay 3.0 Standoff Tim e Delay 20.0 11 25.0 4.0 5.0 4.0 20.0 3.0 15.0 2.0 10.0 1.0 5.0 0.0 0.0 Baseline Upgauged Upg, 757to321 Standoff Time 25.0 Avg Delay / Flight, mins Avg Standoff Time / Flight 30.0 5.0 Delay Avg Delay / Flight, mins Avg Standoff Time / Flight Standoff Time 30.0 A22/D31, 04/19 (GRA 2005) A22/D31, 0614 (2004) A22/D13, 0614 (2004) CATSR Stochastic Simulations Departure time, aircraft performance randomized At congested airports like LGA, small variations in traffic demand or throughput can lead to large fluctuations in delays LGA Movements Example for 04/19 schedule, upgauged, A22/D31 runway configuration, is shown 12 LGA Delays CATSR Average Delay Per Flight (04/19, GRA) 20 Randomized TAAM Runs for the 6 Scenarios CATSR LGA Avg Delay Per Flight - Six Randomized Multi-Runs (20 Iterations Each) Primary parameter randomized is departure time 35.0 Delay per flight, minutes 30.0 25.0 A22D13 Base 20.0 A22D13 Upgauged A22D13 757to321 A22D31 Base 15.0 A22D31 Upgauged A22D31 757to321 10.0 5.0 0.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Run # Comparison with actual data: average delay/flight at LGA was 19.5 min in Aug 2005 13 LaGuardia Upgauging - Discussion CATSR Upgauging does not lead to significant delay increase – if schedule “lumpiness” can be mitigated At peak-demand times, LGA can be short of about 3-4 gates • Gate shortages are highly “local” (carrier and time specific) • Some un-used gates are always present, even at peak times Optimized scheduling is key to reducing delays at a given demand level • Fine-tuning through simulation Combined simulation of aircraft and passenger/bag movement at LGA is highly desirable 14 Fast-Time Simulation Enables Broader Analyses E.g. TAAM as a Carrier, Platform for Other Tools & Models CATSR Noise analysis Airport & airspace design tools TAAM simulation Scenario generation for real-time simulators Cost / benefit analysis Passenger and baggage flow simulation 15 Conflict analysis Capacity statistics CENTER FOR AIR TRANSPORTATION SYSTEMS RESEARCH CENTER FOR AIR TRANSPORTATION SYSTEMS RESEARCH 30 SS DSS 20 10 0:15:59 Time Period 23:45 - 00:00 25 23:00 - 23:14 50 22:15 - 22:29 30 21:30 - 21:44 60 20:45 - 20:59 35 20:00 - 20:14 70 19:15 - 19:29 40 18:30 - 18:44 80 17:45 - 17:59 45 17:00 - 17:14 90 16:15 - 16:29 50 15:30 - 15:44 100 14:45 - 14:59 23:30 - 23:44 23:00 - 23:14 22:30 - 22:44 22:00 - 22:14 21:30 - 21:44 21:00 - 21:14 20:30 - 20:44 20:00 - 20:14 19:30 - 19:44 19:00 - 19:14 18:30 - 18:44 18:00 - 18:14 17:30 - 17:44 17:00 - 17:14 16:30 - 16:44 16:00 - 16:14 15:30 - 15:44 40 14:00 - 14:14 13:15 - 13:29 12:30 - 12:44 11:45 - 11:59 11:00 - 11:14 10:15 - 10:29 09:30 - 09:44 08:45 - 08:59 08:00 - 08:14 0:10:39 07:15 - 07:29 0:13:19 15:00 - 15:14 SM 06:30 - 06:44 14:30 - 14:44 Modified Avg open 05:45 - 05:59 0 Time Period 14:00 - 14:14 Average Passenger Delay Opening additional 6-8 lanes reduces wait time during off-peak periods 13:30 - 13:44 13:00 - 13:14 12:30 - 12:44 12:00 - 12:14 11:30 - 11:44 11:00 - 11:14 10:30 - 10:44 10:00 - 10:14 09:30 - 09:44 09:00 - 09:14 08:30 - 08:44 08:00 - 08:14 07:30 - 07:44 07:00 - 07:14 06:30 - 06:44 06:00 - 06:14 05:30 - 05:44 05:00 - 05:14 Avg open 05:00 - 05:14 18 04:30 - 04:44 04:00 - 04:14 Utilization (%) IAD: Delay/Utilization Tradeoff CATSR Security Lane Utilization Comparison Between Baseline and DSS with Modified Schedule DSS-Modified Average Passenger Delay 20 15 10 DSS-Modified 0:18:39 5 0 0:08:00 0:05:20 0:02:40 0:00:00 From Individual Models to Toolsets CATSR From NAS-wide effects to individual airport models First-class simulation tools Stochastic modeling: scientific approach to using fast-time simulation models Plug-ins and data analysis tools built at GMU “Air traffic analysis” (capacity/demand/procedures/expansion), safety analysis, and economic analysis go hand-in-hand Use of sophisticated tools and models to educate the next generation of model users and analysts 19