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Design of an airport surface routing evaluation tool David J. Martín, Guillermo Frontera, Iñigo Marquínez, Ángel Carrasco, Juan A. Besada [email protected], [email protected] 30th DASC 2011 Grupo de Procesado de Datos y Simulación ETSI de Telecomunicación Universidad Politécnica de Madrid
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Design of an airport surface routing evaluation tool

Mar 05, 2023

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Page 1: Design of an airport surface routing evaluation tool

Design of an airport surface routing evaluation tool

David J. Martín, Guillermo Frontera, Iñigo Marquínez, Ángel Carrasco, Juan A. Besada [email protected], [email protected]

30th DASC 2011

Grupo de Procesado de Datos y SimulaciónETSI de Telecomunicación

Universidad Politécnica de Madrid

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Contents

� Introduction� Evaluation tool system description� Comprehensive figure of merit

function� Evaluation examples� Conclusions and future work

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Introduction

� Route Planning is key element to optimize airport capacity� Different approaches of airport surface routing algorithms� Different evaluation methods and metrics

– different movement and operational restriction models– different airports and traffic samples– unrealistic assumptions (absence of conflicts, perfect knowledge of

aircraft velocities, etc.)

� It is not possible to perform a fair comparative analysis of all the different approaches

� Design of an airport surface routing evaluation tool

Perform an analysis and comparison using a common framework

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Contents

� Introduction� Evaluation tool system description� Comprehensive figure of merit

function� Evaluation examples� Conclusions and future work

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Evaluation tool system description

� The structure of the routing evaluation tool is divided in three modules:

– The first module is the airport model that comprises the data structure to define the airport

– The second is the traffic generator which will make use of the information about the airport layout.

– The third module is the comprehensive figure of merit function, based on the output parameters of the algorithms we will compose a global quality metric

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Airport Model

� The airport model is based on a directed graph composed of several elements:– The set of nodes corresponding to spatial points with

different functions within the airport:� airport ramps or stands� Intersections� Thresholds� runway exits� taxiway junctions

– The type of each node is part of the model and is indicated with a label for each node

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Airport Model– The edges connecting nodes indicates the direction to run

along the taxiway represented by that directed edge.

– The speed limitation allowed along each taxiway is also represented in the data structure of the airport model. Each edge will have an associated speed limit

� All the previous information about the airport model can change due to changes in the airport configuration.

� Different configurations are then important to adapt the model to the changing operation conditions based on changes in meteorological conditions.

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Airport Model

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Model and Traffic generation

� The idea is to generate synthetic traffic obtained through simulation means that allows the evaluation of the algorithms in a broader set of situations.

o Time duration of the exerciseo Number of flightso Random seedo Gap between landing and take-off operations

� Inputs to the traffic generator:� Airport model� Configuration file

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Model and Traffic generation

� The traffic generator simulates landing and take-off operations, with the correspondent times at specific points.– Route Initial and ending points– Landings Time at runway exit– Take-offs Time at runway header

� Time difference between flights operations in each runway is calculated depending on the number of flights selected and the simulation time

� Dependency between runways is also taken into account

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Routing Algorithms Outputs

� Parameters that can be appropriate and that should be included in the evaluation function

� Distance� Taxi time� Number of stops

� Waiting time� Direction changes� Slot time displacement

� Some of the parameters defined have a minimumvalue that can be removed in order to make thefigure of merit represent actual quality of therouting solution

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contents

� Introduction� Evaluation tool system description� Comprehensive figure of merit

function� Evaluation examples� Conclusions and future work

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Comprehensive figure of merit function

1 1 2 2 3 3 4 1 5 2 6 3

7 1 8 2 9 3 10 1 11 2 12 3

13 1 14 2 15 3 16 1 17 2 18 3

( ) ( )( ) ( )( ) ( )

F Pa P a Pa Pb Pb PbP c Pc Pc P d P d P dP e P e P e P f P f P f

� � � � � � �� � � � � � �� � � � � �

LL

Terms:

Increment of time Accumulated turn angles

Waiting time Stops number

Distance increment Slot time changes

The following statistics of thepreviously quality parameters will betaking into account in thecomprehensive figure of meritfunction:

� Average

� Maximum value

� 95th (or 99th) percentile

ia

ib

ic

id

ie

if

The defined parameters state different conditions on the efficiency of a particularsolution, hence will be necessary to include a normalization of all by means ofadequate weighting

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contents

� Introduction� Evaluation tool system description� Comprehensive figure of merit

function� Evaluation examples� Conclusions and future work

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Evaluation examples� Evaluation performed with three different routing algorithms:

– Algorithm 1 performs stops to solve conflicts– Algorithm 2 avoid these conflicts by finding a different path– Algorithm 3 selection of routes of the two previous approaches

� Madrid-Barajas airport representation with a directed graph, including stands, runways exits, runway headers, etc.

�709 nodes�1626 edges

� The maximum speed is limited in all the segments to 50km h

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Evaluation examples

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Evaluation examplesMean Maximum 95th

Percentile

Elapsed RouteTime 17,579 249,09 108,96Waiting Time

8,25 150 55Distance 129,57 1915,51 968,02Angles 5882,52 11552,27 11170,63Stops Number

0,28 6 1,5Time SlotDisplacement

43,75 480 255

Table 1. Evaluation results of Algorithm 1

Mean Maximum 95thPercentile

Elapsed RouteTime 16,77 170,92 96,63Waiting Time 0 0 0Distance 233,033 2374 1342,20Angles 5989,69 11675,26 10690,33Stops Number 0 0 0Time SlotDisplacement 0 0 0

Table 2. Evaluation results of Algorithm 2

Mean Maximum 95thPercentile

Elapsed RouteTime

7,3 63,81 37,07

Waiting Time 1,33 50 5Distance 82,87 886,27 498,37Angles 5819,74 11552,27 10491,05Stops Number 0,05 1 0,5Time SlotDisplacement

32,5 480 255

Table 3. Evaluation results of Algorithm 3

Algorithm Number value1 20406.12 19043.53 13282.7

Table 4. Resulting values of the F function for the second set of weights

Algorithm Number value1 23969.92 14323.83 16153.5

Table 3. Resulting values of the F function for the first set of weights

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contents

� Introduction� Evaluation tool system description� Comprehensive figure of merit

function� Evaluation examples� Conclusions and future work

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Conclusions & future work� With the designed routing evaluation tool it has been shown a

fair comparative of the different routing algorithms

� This comparative has been possible by means of an airportscenario, that it is adjusted to a real airport model and theaircraft traffic moving on it.

� The set of parameters used in the evaluation process has beenchosen from the study of the quality measures of the differentexisting routing algorithms

� The algorithms can be compared depending on the importanceconsidered by the airport operations designer of the differentparameters

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Conclusions & future work

� Improvements in the traffic generator– Stands assignation to the aircraft can be performed in a more realistic

way– Distribution of parking areas– Consider more types of traffic not only departing and landing aircraft

� Improvement at the evaluation process– Taking into account the length of the routes, being more permissive

with longer routes

� An extension of this analysis can be performed taking into account the evolution along time. – Evaluate routing algorithms in larger periods and obtain information of

behavior during peaks of traffic

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any question?