BalakrishnanActionWebsJuly2010x

Download Report

Transcript BalakrishnanActionWebsJuly2010x

The National Airspace System as a Cyber-Physical System
Hamsa Balakrishnan
Massachusetts Institute of Technology
Joint work with:
Diana Michalek, Harshad Khadilkar, Hanbong Lee,
Ioannis Simaiakis and Varun Ramanujam
NSF−UC Berkeley−MIT
ActionWebs Summer Meeting
July 23, 2010
Research objectives






Increase efficiency of operations
Multi-objective control techniques for balancing tradeoffs
Decrease fuel burn and environmental impact
Increase operational robustness in the presence of
weather
More flexible and dynamic trajectories
More decentralized decision-making
The use of onboard sensing in ActionWebs, combined with
the development of hybrid systems models of aircraft
trajectories can help us achieve these objectives
Motivation

In 2007, domestic air traffic delays [JEC, US Senate]




Had a $41 billion impact on the US economy
Cost airlines an additional $1.6 billion in fuel costs
Consumed an additional 740 million gallons of jet fuel
Released an additional 7.1 million tons of CO2 into the atmosphere

In 2007, aircraft in the U.S. spent over 63 million minutes taxiing in to
their gates, and over 150 million minutes taxiing out for departure [FAA]

Taxiing aircraft burn fuel, and contribute to surface emissions of CO2,
hydrocarbons, NOx, SOx and particulate matter

An estimated 6 million tons of CO2, 45,000 tons of CO, 8,000 tons of NOx
and 4,000 tons of hydrocarbons are emitted annually by aircraft taxiing out

In Europe, aircraft are estimated to spend 10-30% of their time taxiing

A short/medium range A320 expends as much as 5-10% of its fuel on
the ground [Airbus]
Boston Logan airport, 1830hrs, 01/06/2010
Efficient and equitable arrival/departure runway
scheduling
Given a set of flights with estimated arrival times at the
airport, the aircraft need to be sequenced into the landing
(takeoff) order, and the landing (takeoff) times need to be
determined


H
S
Trailing a/c
Minimum separation between operations for wake avoidance
Separation H L/B757
(wt. class dependent) (Safety)
Currently FCFS; resequencing could
increase throughput (Efficiency)
S
196 s
60 s

Leading a/c

S
60 s
H
60 s
96 s
H
H
196 s
S
452 s
216 s
Fairness: Constrained Position Shifting*
FCFS…
k=2 …
S
H
96
157
196
L/757
60
69
131
S
60
69
82
Separation in seconds
6
7
8
9
10
…
…
*[Dear 1976, Psaraftis 1980, Garcia 1990, Volckers 1990, Neuman and Erzberger 1991,
Venkatakrishnan, Barnett and Odoni 1993, Trivizas 1998, Beasley 2000, Anagnostakis 2001, Carr 2004]
Runway scheduling under Constrained Position
Shifting (CPS)

Well-studied problem, using various (mostly heuristic) approaches
Challenge: Scheduling under CPS has been conjectured to have
exponential computational complexity in the number of aircraft [Carr 2004]

Key result: We have proved that this is not true

Basic idea: We propose a way to represent solution space as a network
whose size is linear in the number of aircraft

Various interesting extensions can be solved in (pseudo-)polynomial
time as shortest-path problems on variations of this network



Multiple objectives: Average delay, max. delay, sum of delay costs, fuel
costs, operating costs, robustness to uncertainties, etc.
Evaluation of tradeoffs between multiple objectives
[Balakrishnan and Chandran AIAA GNC 2006; Operations Research (2010, to appear)]
[USA/Europe ATM R&D Seminar 2007; Amer. Control Conf. 2007, Amer. Control Conf. 2008,
Proceedings of the IEEE (2008)]
CPS network
Stage 1
1
2
s
Stage 2
1-2
1-3
2-1
2-3
Length = min(Stage#,2k+1)
Stage 3
1-2-3
1-2-4
1-3-2
1-3-4
2-1-3
2-1-4
2-3-4
Length = (2k+1)
n = 6, k = 1
Stage 4
Stage 5
1-2-3
1-2-4
1-2-5
1-3-4
1-3-5
1-4-3
1-4-5
2-3-4
2-3-5
2-4-3
2-4-5
3-2-4
3-2-5
3-4-5
2-3-4
2-3-5
2-3-6
2-4-5
2-4-6
2-5-4
2-5-6
3-4-5
3-4-6
3-5-4
3-5-6
4-3-5
4-3-6
4-5-6
Stage 6
3-4-5
3-4-6
4-6-5
4-5-6
5-4-6
3-5-6
3-6-5
t
# of arcs



Size of network is linear in the number of aircraft and exponential in k (≤3)
Easy to incorporate arrival time windows and precedence constraints
Precedence constraints make problem easier to solve
[Balakrishnan and Chandran, AIAA GNC 2006; Operations Research (2010, to appear)]
Tradeoffs between throughput and delay costs
Randomly generated sequence, 40% Heavy, 40% Large, 20% Small
Delay costs of Heavy and Large are 9x (Delay cost of Small aircraft)
This gain in throughput
comes at a very high cost
increase in
cost
throughput gain
[Lee and Balakrishnan, Proceedings of the IEEE, 2008]
Is speeding up necessarily a good idea?

Accelerating from the nominal speed requires more fuel

However, speeding up the first aircraft in a sequence may
decrease the delay incurred by subsequent aircraft

Concept of Time advance
[Neuman and Erzberger 1991, Lee and Balakrishnan ACC 2008]
Evaluating the benefits of Time Advance
Total estimated fuel cost vs. allowable time advance

Extra fuel cost rel. to
ETAs ($)
1200
FCFS
1-CPS
1000
2-CPS
3-CPS
800
600
400
200
0
0
1
2
3
4
5
Time Advance (min)
[Lee and Balakrishnan, Proceedings of the IEEE, 2008]
Modeling the taxi-out process
Queuing network model of the taxi-out process

Model inputs (ASPM database)





Pushback schedules
Gate assignments
Runway configurations
Weather conditions
Desired outputs



Taxi-out time for each flight
Level of congestion on airport surface
Loading on departure queues
Estimating taxi-out time

Taxi-out time expressed as
t = tunimpeded + ttaxiway + tdep.queue
 Unimpeded taxi-out time (tunimpeded)



dominates when the number of
aircraft on the surface is low
Departure queue wait time (tdep.queue)
dominates when the number of
departures on the surface is high
Taxiway congestion term (ttaxiway) is
important under medium traffic
conditions
Parameter estimation:



Unimpeded taxi-out time
Departure throughput saturation
Runway service process
[Simaiakis and Balakrishnan, AIAA GNC, 2009]
Improvement through including taxiway congestion
term



Assume ttaxiway = aR(t)
R(t) is the number of aircraft on ramps and taxiways
Choose a for best parameter fit
[BOS; 4L,4R|4L,4R,9; VMC]
Without taxiway
congestion term
With taxiway
congestion term
[Simaiakis and Balakrishnan, AIAA GNC, 2009]
Model validation: departure throughput

Model validated on 2008 data
Without taxiway
congestion term
[BOS; 4L,4R|4L,4R,9; VMC]
With taxiway
congestion term
[Simaiakis and Balakrishnan, AIAA GNC, 2009]
Taxi times as a function of congestion
Low (N ≤ 8)
Medium (9 ≤N ≤16)
High (N ≥ 17)
[Simaiakis and Balakrishnan, AIAA GNC, 2009]
min
min
Prediction of taxi-out times
[Simaiakis and Balakrishnan, AIAA GNC, 2009]
Model can be used to evaluate surface traffic
management strategies
Pushback
requests
Pushback
clearances
(Virtual)
pushback
queue for
N-control


Departure
throughput
Ramp and
taxiway
interactions
Departure
queue
Runway
One potential strategy: “N-Control”
Conceptually simple: Limit the buildup of queues on the airport
surface by controlling the pushback times of aircraft

If number of aircraft in movement area > Nctrl


Add any departing aircraft that requests clearance to a virtual departure
queue, unless there is an aircraft waiting to use the gate, in which case,
clear departure for pushback
If number of aircraft in movement area ≤ Nctrl

Clear aircraft in virtual departure queue for pushback in FCFS order,
unless there is a flight waiting to use the gate of an aircraft in the virtual
departure queue, in which case, clear departure for pushback
Evaluating delay-emissions tradeoffs
Effect of stopping and starting while taxiing

Potential fuel burn impact from stopping on the surface
No significant
impact
Effect of stopping and starting while taxiing

Impact depends on pilot actions
No significant
change in
thrust setting
thrust setting (%)
Using CFDR data to estimate impact of different
taxi profiles


ICAO emissions databank assumes that aircraft taxi at a
constant thrust setting of 7%
Using CFDR data (from Swiss Air) corresponding to taxi
profiles of various aircraft, we

Developed a regression model for fuel burn, that considers the
baseline fuel burn and the impact of stop-start events

Stop-start impact: Estimate of the form
“The extra fuel burn from a start-stop event is equivalent to x
additional minutes of taxi time”
Fuel burn / √Temp = Baseline fuel burn rate*(taxi time) + (Stop-start impact)*(# of stop-start events)


Developed a (linear) regression model between fuel burn and
thrust settings
Conducted above analysis for 9 aircraft types
CFDR estimates vs. ICAO fuel burn rates
5.9%
6.3%
1.6%
4.0%
Labels indicate
thrust settings;
ICAO assumes
7% constant
thrust during
taxi.
4.1%
9.9%
8.8%
7.4%
27.4%
[Khadilkar, Balakrishnan & Reynolds, working paper, 2010]
Results of CFDR analysis


Taxi time is by far the dominating factor in determining taxi fuel
burn
Impact of stops and turns appears to be due to the increase in
taxi time, rather than due to a significant change in the fuel burn
rate


The majority of fuel consumed during stops appeared to be due to
the additional time, rather than the application of breakaway power;
the exact estimates varied (depending on aircraft type) from 3%15% of the average fuel burn during a stop corresponding to the
breakaway
In the data set considered (mostly from European airports),
each stop appeared to add on average 2 min to the taxi time,
while each turn added on average 20 seconds
[Khadilkar, Balakrishnan & Reynolds, working paper, 2010]
Comparison of CFDR and surface surveillance data


Hybrid estimation to filter surface tracks
Compare time spent in different taxi modes
ASDE-X data is only from BOS; CFDR is from mostly European and a few US airports
Predictive model for routing

Can we build a model of the airport
surface that allows us to predict taxi
times and recommend taxi routes?
Take-offs from Node 7
At first node in path
Mean error: -32 sec, stdev: 141 sec
At second node in path
Mean error: -4sec, stdev: 121 sec
Predictive model for routing
Predictive model for routing
Mitigating the impact of weather on air traffic
operations

Objectives:



More flexible and dynamic trajectories
Increase efficiency of operations
Increase operational robustness in the presence of weather


Routing flexibility increases capacity
E.g., can we find a route within B km of original route that does not
pass through weather
Forecast
Actual
B
[Michalek and Balakrishnan, ATM R&D Seminar 2009]
Dynamic fix relocation: 60-min ahead
Pilots typically
assumed to
avoid Level 3+
weather
Dynamic fix relocation: 60-min ahead
Pilots typically
assumed to
avoid Level 3+
weather
Dynamic fix relocation: 60-min ahead
Pilots typically
assumed to
avoid Level 3+
weather
Dynamic fix relocation: 60-min ahead
Pilots typically
assumed to
avoid Level 3+
weather
Dynamic fix relocation: 60-min ahead
Pilots typically
assumed to
avoid Level 3+
weather
Dynamic fix relocation: 60-min ahead
Pilots typically
assumed to
avoid Level 3+
weather
Dynamic fix relocation: 60-min ahead
Pilots typically
assumed to
avoid Level 3+
weather
Dynamic fix relocation: 60-min ahead
Pilots typically
assumed to
avoid Level 3+
weather
Resectorization and rerouting/relocating fix

Forecast
Multi-objective optimization: Maximize probability of fixes being open;
minimize movement of sector boundary; minimize deviation of route from
procedural route; try to keep all sectors open
Observed
Legend
New Sector boundary
Old sector boundary
New Fix
Old Fix
Pilots typically assumed to
avoid Level 3+ weather
Summary statistics of resectorization (fix/route
relocation)
77%
71%
85%
72%
95%
88%
86%
85%
0%
0%
7%
7%
4%
5%
5%
3%
Note that these metrics do not reflect the probability with which fix was predicted to be open.
[Michalek and Balakrishnan, CDC 2010]
Summary statistics of resectorization (fix/route
relocation)
[Michalek and Balakrishnan, CDC 2010]
Pilot behavior

Probability of pilot penetration

Of course, pilots do occasionally penetrate weather today
Can provide additional flexibility
Can we identify the factors that determine their behavior?
1
1
0.9
0.9
Probability of pilot penetration

0.8
0.7
0.6
0.5
0.4
0.3
0.2
0.1
0.8
0.7
0.6
0.5
0.4
0.3
0.2
0.1
0
0
0
1
2
3
4
5
VIL Level
“3 Weather days”
6
0
1
2
3
4
5
6
VIL Level
“Really bad weather day”
Conclusions

Air transportation system presents many important problems
that require the development of CPS methodologies

Solutions have the potential to increase system efficiency
(reduce delays), robustness and energy efficiency (reduce
fuel burn), and decrease environmental impact

Key objectives should include



More dynamic, flexible trajectories (and system structure)
Multi-objective control and balancing of tradeoffs
More decentralized decision-making