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Analysis of 2NM Separation for Minimal Pair Arrivals Investigating the relationship between separation minima and runway occupancy time Alan R. Groskreutz SESAR Innovation Days Dec 2, 2015 Overview Introduction Proposed Minimal-Pair


  1. Analysis of 2NM Separation for Minimal Pair Arrivals Investigating the relationship between separation minima and runway occupancy time Alan R. Groskreutz SESAR Innovation Days Dec 2, 2015

  2. Overview • Introduction • Proposed Minimal-Pair separation reduction • Dependency on Runway Occupancy Time • Operational Recommendations • Conclusions Alan R. Groskreutz 07-12-2015 2

  3. Introduction • Objective – Increase arrival capacity through reduced separation minima – RECAT-EU is focused on wake turbulence separations Follower Follower Follower – This J J J H H H M M M L L L Arrivals Arrivals Arrivals research A A A B B B C C C D D D E E E F F F focused on J J J A A A 3.0 3.0 3.0 4.0 4.0 4.0 5.0 5.0 5.0 5.0 5.0 5.0 6.0 6.0 6.0 8.0 8.0 8.0 reducing the B B B MP SM SM 3.0 3.0 3.0 4.0 4.0 4.0 4.0 4.0 4.0 5.0 5.0 5.0 7.0 7.0 7.0 H H H Minimal- SM MP SM SM SM MP 3.0 3.0 3.0 3.0 3.0 3.0 4.0 4.0 4.0 6.0 6.0 6.0 C C C Leader Leader Leader Pair D D D MP SM SM SM SM MP MP SM SM 2.5 2.5 2.5 2.5 2.5 2.5 5.0 5.0 5.0 separations M M M E E E MP SM SM SM MP SM SM SM MP SM SM MP 2.5 2.5 2.5 4.0 4.0 4.0 L L L F F F SM SM MP SM SM MP MP SM SM SM MP SM SM MP SM 3.0 3.0 3.0 07-12-2015 3

  4. Introduction • Standard ICAO MP arrival separation – 3NM • In specific conditions and equipment – 2.5NM • Research to reduce to 2NM with Required Surveillance Performance conditions 2.5NM 2.0NM 3NM Alan R. Groskreutz 07-12-2015 4

  5. Introduction • Proposed reduction can change the “long pole in the tent” of arrival capacity. 2.5 NM separation minima 2.0 NM separation minima Leader’s Arrival Runway OccupancyTime (AROT) Alan R. Groskreutz 07-12-2015 5

  6. Problem definition • How big of a problem is the interdependency? – It Depends • Traffic mix • Exit location • Exit type • Ran two independent simulations to see effects – 1) PICAP simulation – 2) Theoretical simulation Alan R. Groskreutz 07-12-2015 6

  7. Traffic Mix A (J) B (H) C (C ) D (M) E (S) F (L) A388 A332 A306 A318 AN32 FA10 A124 A333 A30B A319 AT43 FA20 A342 A310 A320 AT45 D328 A343 B703 A321 AT72 E120 A345 B752 AN12 B462 BE40 Scenario Scenario Scenario A346 B753 B737 (RJ85) BE45 CATEGORY 5 0 % 7 0 % 8 0 % AN22 B762 B738 B712 H25B Super Heavy ( A) 5% 2% 0% B744 B763 B739 B732 JS32 Upper Heavy ( B) 10% 8% 5% B748 B764 C130 B733 JS41 Low er Heavy ( C) 30% 20% 15% B772 B783 IL18 B734 LJ35 Upper Medium 50% 70% 80% B773 C135 MD81 B735 LJ60 + Low er Medium B77L DC10 MD82 CL30 SF34 ( D+ E) B77W DC85 MD83 CL60 P180 Light ( F) 5% 0% 0% B788 IL76 MD87 CRJ1 C650 B789 L101 MD88 CRJ2 C525 IL96 MD11 MD90 CRJ7 C180 Category mix per scenario TU22 T204 CRJ9 C152 TU95 TU16 DC93 C421 C17 B722 DH8D C172 A400 E135 BE20 Aircraft type per category Alan R. Groskreutz 07-12-2015 7

  8. PICAP Simulation definition • Three types of AROT used – Unfavorable AROTs - real values, based on current operational statistic times at ENAIRE airports – Favourable AROTs - real values, based on current operational statistic times at ENAIRE airports – Optim al AROTs - predicted values, based on future AROT reduction techniques implemented Alan R. Groskreutz 07-12-2015 8

  9. PICAP Simulation definition Optim al Favourable Unfavourable AI RCRAFT m ean m ean m ean CATEGORY s s s ( s) ( s) ( s) Distribution of the A 60 2.3 69 3 81 1.7 AROT values B 55 1.8 65 2.8 79 2.9 C 45 4.7 48 3.4 58 3.4 D 38 3.6 45 2.8 55 5 E 38 2 45 3.1 50 4.8 F 40 2.7 45 5 50 3 Scenario Separation Minim a % of traffic in ROT used ( NM) groups D+ E ( M) ( sec) Reference ( 0 ) 2.5 50% Unfavourable Run # 1 2.0 50% Unfavourable Distribution of the Run # 2 2.0 70% Unfavourable Run # 3 2.0 80% Unfavourable independent Run # 4 2.0 50% Favourable variables Run # 5 2.0 70% Favourable Run # 6 2.0 80% Favourable Run # 7 2.0 50% Optimal Run # 8 2.0 70% Optimal Run # 9 2.0 80% Optimal Alan R. Groskreutz 07-12-2015 9

  10. Theoretical Simulation definitions • Differences from PICAP sim – The theoretical study uses the lead aircraft's AROT value to design a more ideal scenario where there is no double runway occupancy. – Arrival separations were based on time using BADA arrival peformance values – AROT values were set as averages for all categories AROT values( s) AI RCRAFT Optim al Favourable Unfavourable CATEGORY All Categories 40 45 55 – These values are an approximated weighted mean, taking into account predominant categories (D, E) and others that are residual (A, F) Alan R. Groskreutz 07-12-2015 10

  11. Results • Results show 6% - 30% capacity improvement – depending on the scenarios compared Alan R. Groskreutz 07-12-2015 11

  12. Results • Capacity vs AROT and SM (50% D+E) CAP=f(AROT, SM) CAP =f (ROT, SM) 53 52 51 Capacity (arrival/hour) 50 49 SM = 2.5 48 SM = 2 47 46 45 44 43 0 10 20 30 40 50 60 70 80 ROT (sec) Alan R. Groskreutz 07-12-2015 12

  13. Results Influence of Aircraft Fleet Mix on Capacity CAP=f(AROT, SM=2.0NM) CAP =f (ROT, SM=2.0NM) 57 55 Capacity (arrival/hour) 53 80%D+E 70%D+E 51 60%D+E 49 50%D+E 40%D+E 47 45 43 0 10 20 30 40 50 60 70 80 ROT (sec) Alan R. Groskreutz 07-12-2015 13

  14. Results • C APACITY S TABILISATION VS AROT LIMITS AROT lim it CAPACI TY ( arrival/ hour) ( seconds) 8 0 % D+ E 7 0 % D+ E 6 0 % D+ E 5 0 % D+ E 4 0 % D+ E 4 5 56 55 54 52 51 4 6 56 55 54 52 51 4 7 56 55 54 52 51 4 8 56 55 54 52 5 1 4 9 56 55 54 5 2 50 5 0 56 55 5 4 51 50 5 1 56 55 53 51 50 5 2 5 6 5 5 53 51 50 5 3 55 54 53 51 50 5 4 55 54 53 51 50 5 5 55 54 53 51 50 Alan R. Groskreutz 07-12-2015 14

  15. Results ROT vs exit speed for various exitways 50 49.5 49 48.9 48 47 Distance to 47.6 46 Runway AROT (sec) 45.6 45 exitway 44.8 1508m 44 44.3 43 1815m 42 2000m 41 39.7 40 39 39.2 38 55 60 65 70 75 80 85 Runway exit speed (knts) Taken from ‐ S.H. Goldthorpe, Sensitivity of Runway Occupancy Time to various Rollout and Turnoff Factors, June 1997 Alan R. Groskreutz 07-12-2015 15

  16. AROT reduction methods • Vacate runway at high speed, turnoff at high speed. – 737-800 Ryanair pilots have been authorized by Boeing to take high speed exits up to 70 knts. Others felt more comfortable at + -20 knts. • ATC have the ability to give conditional landing clearance, so crew on final approach may proceed visualizing the departing traffic. – If the controller is pushing with emphatic clearances, and phrases such as "plan first available exit", "expedite to the next high speed", etc. then the flight crews will pick up on this • Lack of touchdown zone predictability can limit runway exit – (ROT predictability). A factor in this uncertainty is flare ballooning. Alan R. Groskreutz 07-12-2015 16

  17. Safety • Probability of need to increase spacing with SM=2.5NM Increased spacing need Alan R. Groskreutz 07-12-2015 17

  18. Safety • Probability of need to increase spacing with SM=2.0NM Increased spacing need Alan R. Groskreutz 07-12-2015 18

  19. Conclusions • The concept helps increase arrival runway capacity between 6% and 30% . • Gains more sensitive to traffic mix that AROT • ROT can be effectively reduced through use of procedural controls (increasing runway exit speed, advice to expedite runway exit) or possible future use of Enhanced Braking Systems Alan R. Groskreutz 07-12-2015 19

  20. Conclusions • Reducing AROT more than necessary does not positively influence the separation reduction capacity gains. • Both the PICAP and Theoretical study show that there is an increased risk that a go-around might occur with the reduction of the minimal-pair separations Alan R. Groskreutz 07-12-2015 20

  21. Recomendations for Future Investigation • Go-around reasons should be consolidated, since they may be ordered by ATC or decided by the Flight Crew in command. • ATC control spacing must be included in order to dynamically adapt the minimal-pair arrivals between 2.0NM and 2.5NM, depending upon the standard AROT of the leader. The clearance to land spacing will need to take into account: – The prevailing glide slope wind condition that will be experienced by the follower aircraft over this distance Alan R. Groskreutz 07-12-2015 21

  22. Recomendations for Future Investigation • Transition to the same glideslope such that 1,000ft vertical separation cannot be utilised during the transition. • The transition from the intermediate approach 3NM MRS to the reduced 2NM MRS needs to be considered with respect to the benefits validation; Alan R. Groskreutz 07-12-2015 22

  23. Recomendations for Future Investigation • Separations from RECAT EU project combined with SM= 2.0NM must be improved using ECTRL Pair- wise separations. • The reduced 2NM MRS has application to wake pairs D-D, D-E, E-E when TBS is applied in moderate and strong headwind conditions. – This will also be the case for the Static Pairwise Separation (S-PWS) wake pairs B-B and C-C. Alan R. Groskreutz 07-12-2015 23

  24. 24 07-12-2015 Pablo Muñoz Domínguez

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