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Minimizing conflict quantity with speed control

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Reduce the number of potential conflicts to be solved by the controllers ... Localised control layer. Reference point crossing times. Speeds ... – PowerPoint PPT presentation

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Title: Minimizing conflict quantity with speed control


1
Minimizing conflict quantity withspeed control
  • S. Constans, B. Fontaine, R. Fondacci
  • LICIT (Traffic Engineering Lab.)
  • INRETS / ENTPE, FRANCE

4th EEC Innovative Research Workshop Brétigny sur
Orge, December 6-8, 2005
2
Objective
  • Face the continuous increase in air traffic,
    preserve safety
  • Ease traffic flow
  • Lighten the controllers workload
  • Re-organize the traffic
  • Reduce the number of potential conflicts to be
    solved by the controllers
  • Dynamically act on the traffic with a real-time
    procedure

4th EEC Innovative Research Workshop
3
Proposed method
  • Optimal control framework
  • Sliding horizon loop
  • Treat traffic situations with reduced uncertainty
  • Successive optimization sub-problems with updated
    data
  • Minimize potential conflict quantity
  • Adjustment of aircraft speeds
  • Efficient but seldom used by controllers

4th EEC Innovative Research Workshop
4
Optimal control approach
Supervisory layer
  • Distributed hierarchical control process,
  • Set point decision carried out by an optimisation
    function,
  • Speed computed by an optimal control algorithm

Set point decision
Conflict detection
Localised control layer
Reference point crossing times
Optimal Controllers
Speeds
System
Prediction of reference point crossing times
4th EEC Innovative Research Workshop
5
Optimization sub-problem
  • Minimize a global conflict indicator
  • All the greater that the conflict quantity is
    high
  • For all the aircraft, airborne or about to take
    off
  • According to the actual route network
  • Taking into account the flight phases
  • Acting on the travel times
  • Considering updated current state of traffic

4th EEC Innovative Research Workshop
6
Conflict indicator
  • Local
  • Around intersections of the flight paths
  • For aircraft having close altitudes
  • Depending on time gap between aircraft at this
    point
  • Global

4th EEC Innovative Research Workshop
7
Mathematical formulation
  • Dependent on the state of the traffic at time
  • Boundary
    condition for flight f
  • Arrival times optimized through inter-beacon
    travel times

4th EEC Innovative Research Workshop
8
Resolution of a sub-problem
  • Problem settlement
  • Conflicting geographical points (beacons other
    crossings)
  • Nominal travel times between conflicting points
  • Coefficients G
  • (Many operations can be done once for all at the
    beginning, when reading the flight plans)
  • Optimization phase
  • Impose DT has the same sign as in nominal case
  • Turn problem into linear formulation and use CPLEX

4th EEC Innovative Research Workshop
9
First tests
  • 3 traffic situations of a day of September 2003
  • Airborne flights flights taking off in the next
    10 min
  • Parameters
  • Ds 10 NM
  • Optimized inter-beacon travel times
  • Within -10 and 5 of nominal ones
  • If flight is in cruising phase
  • For the whole trip of all the flights
  • C code, Pentium IV, 3GHz, 2Go RAM

4th EEC Innovative Research Workshop
10
First results
  • Reasonable computational times even for largest
    case
  • Problem settlement 1 min.
  • Optimization phase 2 min.
  • Slight cost enhancement for large instances
  • Improvement possibilities
  • Reduce the optimization horizon
  • Reintroduce the absolute values

4th EEC Innovative Research Workshop
11
Travel time control with speed changes
  • Consider two aircraft a1 and a2 and a reference
    point p0
  • a1 arrival time at p0 is t1 and a2 arrival time
    at p0 is t2
  • Aims
  • Change travel time with speed variations to keep
    aircraft beyond minimal separation,
  • Get low uncertainty on travel time,
  • Go back to nominal cruise speed at the end of
    travel time control.

Predicted temporal separation
Arrival time uncertainty
t2
Time
t1
Minimum temporal separation
4th EEC Innovative Research Workshop
12
Travel time control with an optimal control
technique
  • Optimal control techniques developed to control
    industrial processes.

s set point, u optimal controller output, yp
system output.
  • The output of the optimal controller is computed
    so that the process output tracks the set point
    and reject disturbances.

4th EEC Innovative Research Workshop
13
Travel time control with an optimal control
technique
  • Speed variations on cruise phase only

4th EEC Innovative Research Workshop
14
Travel time control with an optimal control
technique
  • What can optimal control bring to travel time
    control?

Accuracy, robustness to disturbances (unknown
component of wind speed)
Low travel time uncertainty
Possibility to apply constraints to control
actions
Constraints on speed, acceleration, deceleration
4th EEC Innovative Research Workshop
15
Predictive control
s set point, u predictive controller
output, yp system output, ym model output.
  • Quadratic cost function to minimize at time
    sample n
  • output prediction, estimated with the model
  • Minimisation ? u(n1), u(n2), , u(nh2)
  • At time sample n1, u(n1) is applied and D(n1)
    is minimised to get u(n2).

4th EEC Innovative Research Workshop
16
Example
  • Aircraft A320, flight level 390, nominal cruise
    true airspeed 447 KTS.
  • Travel time controlled over a distance d 140
    NM.
  • Constraints on speed variations, maximum
    acceleration, maximum deceleration.
  • Travel time at nominal cruise speed 1005 s.
  • We want to increase the travel time to 1125 s.
  • Optimal control algorithm used to control travel
    time Predictive Functional Control ? low
    computational cost (2 ms / iteration / flight).

4th EEC Innovative Research Workshop
17
Example
  • Wind speed expressed as the sum of average wind
    speed (54 KTS) and sinusoid (27 KTS amplitude).
  • Weather forecast ? average wind speed of 59 KTS.

Wind speed as a function of distance travelled
18
Example
Set point and system output estimation
  • Sampling period 10s ? speed updated every 10s.
  • Wished travel time 1125s / actual travel time
    1120s.
  • Accuracy depends mainly on unknown component of
    wind.

19
Example
  • Three phases
  • Speed goes down to increase travel time,
  • Speed keeps at lower bound,
  • Speed goes up to nominal cruise speed

True airspeed and ground speed as a function of
time
20
Example
  • Open loop trial
  • New cruise speed is computed once at the
    beginning of travel time control,
  • Computation takes aircraft performances into
    account as well as forecasted wind.

True airspeed and ground speed as a function of
time
  • Trial same one as previously,
  • Wanted travel time 1125s / actual travel time
    1140s,
  • ? Accuracy is a bit lower than in closed loop
    case, some further trials should be carried out
    with realistic wind models.

21
Conclusion
  • Minimizing potential conflict quantity
  • Dynamic sliding horizon loop principle
  • Optimal control framework
  • Act on crossing times through travel time control
  • Encouraging first results
  • Good computational times
  • Improvable efficiency of the optimization
    procedure

4th EEC Innovative Research Workshop
22
Perspectives
  • Integration of the optimization sub-problem in
    the control loop
  • Optimization procedure
  • Further work on the objective function
  • Improvement of the algorithm
  • Smoothing of the set points from one iteration to
    the next
  • Extend travel time control to climb and descent

4th EEC Innovative Research Workshop
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