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The Future of Airport Surface Management Tools and Benefits to Operational Efficiency
Monday, April 2, 20182:00-3:30 PM ET
TRANSPORTATION RESEARCH BOARD
The Transportation Research Board has met the standards and
requirements of the Registered Continuing Education Providers Program.
Credit earned on completion of this program will be reported to RCEP. A
certificate of completion will be issued to participants that have registered
and attended the entire session. As such, it does not include content that
may be deemed or construed to be an approval or endorsement by RCEP.
Purpose
Discuss the current use and future implementation of airport surface management tools as they relate to operational efficiency and delay reduction.
Learning ObjectivesAt the end of this webinar, you will be able to:• Understand the capabilities and industry usage of existing
tools• Identify evolving capabilities and future integration plans
that will enable surface metering• Understand airport and airline roles in surface
management
NY SURFACE MANAGEMENT OPERATIONS
Surface Management was initially implemented in 2010 at JFK
Runway 13R/31L runway closure
Benefits were immediate
Initial program
Current program
Surface management
THE ISSUECan you guess how many departures are off the gate?
Why do we need surface management?
TOOLS
Surface Management Today
COMMON SITUATIONAL AWARENESS
Ramp towers
PA operations
PAPD
TSA
ARFF
PA management
Customs
Fueling
FAA facilities
OTHER NY AIRPORTS
EWR ARRIVAL INTENT
LGA ARRIVAL INTENT AND DEICE MANAGEMENT
EWR:ARRIVAL INTENT 7
LGA:ARRIVAL INTENT
LGA: DE-ICING MANAGEMENT9
IN DEVELOPMENT: JFK ARRIVAL INTENT
TARMAC DELAY ALERTS
JFK GATE AVAILABILITY
MONITORING OF PERFORMANCE
REPORTS
15
ARRIVAL PERFORMANCE IMPROVEMENT AT JFK COMPARED TO 2009
Improvement Type 2011 2012 2015
Taxi-in Time 400 hours 700 hours 1,000 hoursFuel 0.2 million kg 0.3 million kg 0.5 million kg
Fuel Cost $0.2 million $0.3 million $0.5 million
CO2 Emissions 700 metric tons 1,100 metric tons 1,700 metric tons
Passenger Time 2,200 person-days
3,700 person-days
5,300 person-days
Passenger Time @ $30/hr $1.6 million $2.6 million $3.8 million
Improvement Per Month During Summer
Multiply by 10 for approximate annual value
Future of Surface management?
Transition from the current system to the TFDM program
We may expand our surface tools to incorporate TEB operation
CONTACT INFORMATION:
RALPH TAMBURROMANAGER, DELAY REDUCTIONPORT AUTHORITY OF NY/NJ
Insights Gained from the Ongoing Integrated Arrival/Departure/Surface (IADS) Traffic Flow
Operational Prototype
Al Capps, NASA Ames Research CenterApril 2, 2018
• Learning objectives:– Understand the collaborative integrated environment in which the future surface
system will operate and the importance of wholistic traffic flow measures – Identify several traffic flow capabilities on the horizon with the surface system
and insights gained from ongoing prototyping and analysis
2
Learning Objectives
Overview video online at: http://aviationsystemsdivision.arc.nasa.gov/research/tactical/atd2.shtml
How can surface technology help traffic flow planning for airport health and efficient arrival/departure flows?
ATD-2 is a field demonstration that evaluates the benefits of wholisticconsideration of arrival, departure and surface (IADS) traffic flows while introducingnew technologies and procedures into its collaborative operational environment
3
Airspace Technology Demonstration 2 (ATD-2)
ATC/Operator Data Exchange and Integration Collaborative Planning the Real-Time Flow
Overhead Stream Operational Integration Collaborative Surface Metering w/Ramp Tool
• Local Operators/ATC use of EOBTs, TMATs, Fix Closures, APREQs, Etc.
• What are the key limitations/blockers at this time in NAS evolution? Key benefits?
4
ATC/Operator Data Exchange and Integration Foundational for Advanced Surface Capability
KILNS PHL
E2230
EOBT prediction accuracy increases at: • 10m prior. 40.9% more accurate w/17.6% more predictability• 15m prior. 27.8% more accurate w/8.7% more predictability• 20m prior. 35.1% more accurate w/6.7% more predictability• For 25 minutes and greater. EOBTs are same as legacy
ATC Use of Earliest OFF Block Times (EOBT)
Better gate conflict information
Better runway intent information
ATC to Operator
KILNS
A2100APREQ
MIT
Dep FixClosure
Dep FixCDR
AirportStop
EDCT
E2340Q
18L
APREQ &EDCT
ATC Runway Change
Operator to ATC
DAL8928
JIA5026
SWA210BARMY-EWR
B752
UAL1087KILNS-EWR
FDX1935 B752KILNS-EWR
JBU1118 E190
JFKUPS1283 B752
UPS
FDX
A10 27
A2 27
A4 27
E5 27
A6
Displayed in Ramp Operations
TMC Planning Display with Traffic Forecast
Research questions the field demonstration is seeking to inform• There are many uses of Earliest Off Block Times (EOBTs), some with competing goals.
The same EOBT prediction is used for TMC planning, overhead stream insertion, downstream system integration and surface metering. Given this, what are the most important EOBT metrics that Operators can use as a guideline? How does improvement in EOBT equate to benefit for the broader aviation community?
• How should Operators more fully integrate tactical overhead stream scheduling (“wheels up”) information into their operations to fully support future Trajectory Based Operations (TBO) goals and greater predictability?
Insights from field demonstration• High quality gate conflict detection information is important to overall surface health. Arrival
flight backups in the ramp can extend into the airport movement area and lead to surface gridlock. High quality gate conflict information in turn leads to the need for high quality arrival data, as well as inputs to keep up with untracked flights in the ramp.
• Integrating new data into an intuitive display for complex ramp operations requires procedural and cultural changes. The ramp traffic console in operational use at CLT has a number of ‘best practices’ integrated from these lessons to help facilitate this transition.
5
ATC/Operator Data Exchange and IntegrationResearch Questions and Insights
CLT Airport
ZTL/ZDC Boundary
Frequent Sector Capacity Challenges
TBFM meter point to Potomac airports
TBFM meter point to NY airports
Overhead Stream Overview
CLT Airport
ZTL/ZDC Boundary
Frequent Sector Capacity Challenges
TBFM meter point to Potomac airports
TBFM meter point to NY airports
• Approximately 1 in 10 flights that depart CLT are subject to an FAA controlled time with a narrow departure window
• Meeting controlled departure times is important for many downstream facilities (and success of future Trajectory Based Operations plans the FAA is pursuing)
• By integrating the surface system’s predictions with the overhead stream, more efficient use of existing capacity can be obtained as well as increased predictability
Overhead Stream Overview
8
Overhead Stream Operational IntegrationBenefits Preview
45
50
55
60
65
Fuel Saved Per APREQ Flight Scheduled at Gate - Increasing
Over Time
LBS Fuel
42,824 lbs. of fuel saved by scheduling APREQs at gate.Trending upward.
22.5 hours of delay saved by electronically renegotiating a better overhead stream time for over 172 flights. Trending upward.
• The benefits described here are associated with better use of existing capacity in the overhead stream, and technology to reduce surface delay.
• These benefits are in addition to (distinct from) surface metering savings.
Research questions the field demonstration is seeking to inform• What is the ideal look-ahead scheduling time horizon considering the tradeoffs between
scheduling too early with uncertain data that can lead to re-planning, versus too late with more predictive certainty but less ability to hold delay at the gate?
• What are the important trade off considerations when calibrating surface generated taxi out times? Erring on the ambitious side of taxi estimates can lead to less airport movement area delay but more re-planning, versus on the conservative side with less re-planning but more airport movement area congestion.
Insights from field demonstration• Showing available overhead stream capacity (“red space, green space”) to surface
planners in an integrated and intuitive manner can reduce delay and lead to substantial benefits.
• Target Movement Area entry Times (TMATs) are an important hand off point for FAA controlled flights and Operators. However, treating TMATs for both surface metering and FAA controlled flights of equal importance to Operators may have the undesired side-effect of de-accentuating the importance of FAA controlled flights which have NAS-wide impact.
9
Overhead Stream Operational IntegrationResearch Questions and Insights
Surface Metering Process Flow OverviewGenerate Demand and Capacity Predictions Monitor Surface Demand Capacity Imbalances
“What If” available. If Surface Metering, Go to Step
TOBT Advisory
TMAT Advisory
Enable Metering. Set Hold Level
Honor TOBT and TMAT advisories
Evaluate Metering Effectiveness
21
3 4 5
3
10
11
Local Surface Demand/Capacity Imbalance
Bank 2
CLT has 9 banks a day
• Surface metering seeks to shift existing excess taxi time to the gate to allow a more fuel efficient and environmentally friendly departure
• Surface metering is enabled during local demand/capacity imbalances on the surface of the airport. This is distinct from down stream (airspace) imbalances.
• Surface metering at CLT was evaluated beginning with the largest bank of the day (bank 2), and has recently begun expanding to other banks
12
Collaborative Surface Metering Benefits
Saved approximately 104,339 lbs of fuel by small holds at gate
Initial benefits observed from S-CDM surface metering during Bank 2 and 3 at CLT:
Pre MeteringLonger Taxi
Post MeteringShorter Taxi
Reduced AMA taxi out times during its use via small holds at gate
AMA Excess Taxi Duration
Lower is Better
11.29.2017 03.11.2018
Saved approximately 146 metric tons of CO2, equivalent to planting 3,738 urban trees
Metered in Bank 2 & 3
Metered in Bank 2 only
13
Importance of Surface Health In Collaborative Traffic Flow Decisions
Arrivals (green) during the bank awaiting departures to clear to finish their transit to the gate Arrivals
Departures
• Below, a departure (in blue) pushes back in the ramp to depart on time. This causes multiple arrival flights to delay their final taxi to the gate.
• Challenges in the ramp can extend back to the airport movement area
• Traffic flow decisions that involve both the ramp and airport movement area are traditionally beyond the scope of either group
14
Need: Wholistic Measurements of Traffic Flow “Do No Harm” While Achieving Benefits
Surface Congestion
Gate Hold
Compliance
Predictability
Research questions the field demonstration is seeking to info• At what look-ahead time are the pre-departure predictions accurate enough to finalize the
surface metering plan while also allowing advanced notice of gate holds for stakeholders?
• How does arrival configuration and TMC runway utilization strategy factor into surface metering decisions? Do certain flows not lend themselves to surface metering given negative impact to wholistic stakeholder metrics? How does the calibration change by flow?
Insights from field demonstration• For maximum benefit, the ability to front load a surface metered bank is important to both
departure and arrival flows. Otherwise, a ‘slow start’ to releasing flights from the gate may ripple through the departure metering procedure which can negatively impact performance.
• Given current levels of EOBT accuracy, using actual flight pushback/taxi is useful to start and stop metering. Using actual demand on the surface for metering initialization gives substantially more predictability of metering performance and leads to more consistent taxi out.
15
Collaborative Surface Metering w/Ramp Tool Research Questions and Insights
What is Next for ATD-2?
16
Phase 2 (Fusion, Sept 2018)• Strategic planning tools (strategic/tactical fusion)• Electronic Flight Data (EFD) Integration• TFDM Terminal Publication (TTP) prototype• Mobile app for EOBTs (GA community)• ZTL/ATL airspace tactical scheduling • Agile development from:
• Field demo partner requests• TFDM risk reduction needs (as requested)• CDM community inputs (as requested)
Phase 3 (Terminal, Sep 2019)• Terminal departure airspace constraints• Additional APREQ features• Agile development from:
• Field demo partner requests• TFDM risk reduction needs (as requested)• CDM community inputs (as requested)
17
Equation for IADS Success
+
Strong Collaboration Surface Automation Game Changing Benefits
=
+ =
18
Equation for IADS Success
+
Strong Collaboration Surface Automation
=
+ = Game Changing Benefits
Future of Airport Surface Management Tools &
Benefits to Operational Efficiency
Implementation of FAA’s Terminal Flight Data
Manager (TFDM)
By: Michael Huffman, TFDM Program Manager
For: TRB Webinar
Date: April 2, 2018
v. 1
Learning Objectives
1. Understand the capabilities and industry usage of existing tools
2. Identify evolving capabilities and future integration plans that will enable surface metering
3. Understand airport and airline roles in surface management
1
Agenda
• What is TFDM?
• Why TFDM?
• TFDM Program Overview
• Implementation Sites by Configuration
2
What is TFDM?
EFD
Systems Consolidation
• TFDM will provide an integrated tower flight data automation system, which will improve controllers’ common situational awareness.
• TFDM will improve efficiencies on the airport surface and terminal airspace by providing:
TFDM is the surface management solution for NextGen.
• Electronic Flight Strips in the Tower
• Traffic Flow Management Integration
• Collaborative Decision Making for the Surface
• Systems Consolidation
3
Key Benefits:
• Fuel Savings: 313M Gal.
• Carbon Emission Savings: 3M Metric Tons
1. TFDM modernizes the air traffic control tower equipment by improving the exchange of electronic flight data and implementing electronic flight strips.
2. TFDM streamlines the schedule sequence of departures to improve efficiency on the surface.
3. TFDM optimizes the experience for the flying public, Air Traffic Control, and the airline industry by improving the collaboration and decision making capabilities between the gate and the tower.
Why TFDM?
4
Learning Objective 2: Identify evolving capabilities and future integration plans that will enable surface metering
TFDM Modernizes
EFD
Electronic Flight Data
• Replaces paper flight strips
• Provides an improved Electronic Flight Data
(EFD) exchange and Electronic Flight Strips
(EFS) in the tower.
• Integrated with Flight Plans for automatic
updating.
5
Learning Objective 2: Identify evolving capabilities and future integration plans that will enable surface metering
TFDM Modernizes
EFD
System Consolidation
• Replaces multiple existing unsupportable
systems in the National Airspace System
through integration of their functionality into
TFDM.
• Achieves technology modernization,
improved data sharing and lower maintenance
costs.
• Systems to be consolidated include Airport
Resource Management Tool, Departure Spacing
Program, Electronic Flight Strip Transfer
System, Prototype Advanced Electronic Fight
Strips, and Surface Movement Advisor.
6
TFDM Streamlines
EFD
Learning Objective 2: Identify evolving capabilities and future integration plans that will enable surface metering
Collaborative Decision Making for
the Surface
• Will provide a departure scheduler with live
data provided by Air Traffic
systems/controllers and Flight Service
Providers.
• Will provide departure metering capability,
runway balancing and other surface
management tools, improving surface
traffic flow management.
7
TFDM Optimizes
EFD
Learning Objective 3: Understand airport and airline roles in surface management
Traffic Flow Management
• Collaborating with flight operators to exchange
information vital to the metering of aircraft.
• Operators and service providers need to
subscribe to TFDM Terminal Publication (TTP)
service in order to receive critical data.
• Will enhance the traffic flow management
data integration to enable flight operators,
controllers and airports to share and exchange
real-time data.
• Will result in improved surface traffic
management.
8
TFDM Program Overview
• June 2016• Leidos (Subcontractor SAAB Sensis)FID & Contract Award
• 89 airports from FY2020 to FY2028• Two configurations (A & B)• Two Build development (Builds 1 & 2)
• Build 1 key site – PHX (FY2020)• Build 2 key site – CLT (FY2021)
Implementation Plan
• FAA’s Acquisition Management System Solution Implementation Phase
• System DevelopmentCurrent Phase
9
The 89 Airports will receive one of two configurations based on functional need:
TFDM Configurations
Configuration A 27 Sites
EFD S-CDM
TFM Systems Consolidation
Configuration B 62 Sites
EFDSystems
Consolidation
Full Functionality TFDM• Electronic flight data integration, including electronic flight
strips in towers
• Surface surveillance data integration
• Full Decision Support Tools (including surface scheduler/ metering)
• Traffic flow management data exchange and integration
• Surface Situational Awareness on Traffic Flow Management System traffic management unit displays in the Terminal Radar Approach Control, Air Route Traffic Control Center, and Air Traffic Control System Command Center.
Improved EFD exchange only TFDM• Electronic flight data integration, including electronic flight
strips in towers
• Surface Situational Awareness capability on Traffic Flow Management System traffic management unit displays at selected sites
10
Configuration A (27 sites)Configuration B (62 sites)
LEGEND
PVD (B)BOS (A)
LGA (A)JFK (A)
TEB (B)
EWR (A)
HPN (B)
ANC
SEA
PDX
LNK
DEN
DFWDAL
BDL (B)
IAH
HOU
ATL
PHL (A)
BWI (A)
DCA (A)
ADW (B)
IAD
RIC
CMH
ORF(B)
ORD MDW
PHXSDL
DVT
IWA
CLE
GSO RDUCLT
FLLMIA
MCO FXEPBITPA
TLHDAB
SAVMGM
LITBHM
HSV
JAX
CHS
CAE
DAY
GPT
STL
BUF
CVG
SDF
IND
SYR
BNA
HNL
PRCFSM
PIT
ISP (B)
MEM
OMA
TYS
ICT
BOI
MAF
DTWAZO
MSP
LEX
BIL
FWA
CRP
AVP
SAT
SFO
SMF
OAK
SJC
LAX
SAN
LAS
SLC
Implementation Sites by Configuration
11
TFDM Information
• Want to learn more about TFDM? Click on the link below!
https://www.faa.gov/air_traffic/technology/tfdm/
• TFDM POC:Michael HuffmanTFDM Program [email protected]
12
Back-Up
13
Shared awareness of data for more efficient use of the airport surface
Flight Operators Improved schedule predictability/crew
utilization Less taxi time/fuel burn Increased reliability of connections Aircraft held at gate instead of on the
taxiway
Benefits of TFDM
14
Shared awareness of data for more efficient use of the airport surface
Airport Operators Reduced CO2 footprint Reduced engine noise Improved predictability More balanced use of airport resources
Benefits of TFDM
15
Shared awareness of data for more efficient use of the airport surface
Flying Public Improved predictability Fewer delays More reliable flight schedules Improved passenger satisfaction Passengers comfortably waiting in the terminal
instead of in the aircraft waiting on the taxiway.
Benefits of TFDM
16
Shared awareness of data for more efficient use of the airport surface
Air Traffic Control Automatically updated flight plans and electronic
flight strips Easier rescheduling Decreased verbal coordination Fewer aircraft in the movement area and
departure queue Improved surface situational awareness at the
TRACON, ARTCC, and Command Center Improved safety – less heads down time
Benefits of TFDM
17
Today’s Participants• Jennifer Dermody, Metropolitan Washington
Airports Authority, [email protected]
• Ralph Tamburro, Port Authority of New York and New Jersey, [email protected]
• Al Capps, NASA, [email protected]• Michael Huffman, Federal Aviation
Administration, [email protected]
Panelists Presentations
http://onlinepubs.trb.org/onlinepubs/webinars/180402.pdf
After the webinar, you will receive a follow-up email containing a link to the recording
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ACRP PublicationsAvailable on this Topic
Report 104: Defining and Measuring Aircraft Delay and Airport Capacity Thresholds
Report 137: Guidebook for Advancing Collaborative Decision Making (CDM) at Airports
Report 150: NextGen for Airports Series Volume 1: Understanding the Airport’s Role in Performance-Based
Navigation: Resource GuideVolume 2: Engaging Airport Stakeholders: GuidebookVolume 3: Resources for AirportsVolume 4: Leveraging NextGen Spatial Data to Benefit AirportsVolume 5: Airport Planning and Development
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