Optimization of traffic signal parameters based on distribution of link travel time

In order to make full use of digital data, such as data extracted from electronic police video systems, and optimize intersection signal parameters, the theoretical distribution of the vehicle’s road travel time must first be determined. The intersection signal cycle and the green splits were optimi...

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Published inJournal of Central South University Vol. 24; no. 2; pp. 432 - 441
Main Authors Li, Mao-sheng, Xue, Hong-li, Shi, Feng
Format Journal Article
LanguageEnglish
Published Changsha Central South University 01.02.2017
Springer Nature B.V
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ISSN2095-2899
2227-5223
DOI10.1007/s11771-017-3445-5

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Abstract In order to make full use of digital data, such as data extracted from electronic police video systems, and optimize intersection signal parameters, the theoretical distribution of the vehicle’s road travel time must first be determined. The intersection signal cycle and the green splits were optimized simultaneously, and the system total travel time was selected as the optimization goal. The distribution of the vehicle’s link travel time is the combined results of the flow composition, road marking, the form of control, and the driver’s driving habits. The method proposed has 15% lower system total stop delay and fewer total stops than the method of TRRL (Transport and Road Research Laboratory) in England and the method of ARRB (Australian Road Research Board) in Australia. This method can save 0.5% total travel time and will be easier to understand and test, which establishes a causal relationship between optimal results and specific forms of road segment management, such as speed limits.
AbstractList In order to make full use of digital data, such as data extracted from electronic police video systems, and optimize intersection signal parameters, the theoretical distribution of the vehicle’s road travel time must first be determined. The intersection signal cycle and the green splits were optimized simultaneously, and the system total travel time was selected as the optimization goal. The distribution of the vehicle’s link travel time is the combined results of the flow composition, road marking, the form of control, and the driver’s driving habits. The method proposed has 15% lower system total stop delay and fewer total stops than the method of TRRL (Transport and Road Research Laboratory) in England and the method of ARRB (Australian Road Research Board) in Australia. This method can save 0.5% total travel time and will be easier to understand and test, which establishes a causal relationship between optimal results and specific forms of road segment management, such as speed limits.
Author Li, Mao-sheng
Shi, Feng
Xue, Hong-li
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10.1016/j.trb.2009.11.003
10.1016/S0968-090X(99)00026-1
10.1016/j.trc.2015.03.011
10.1109/TSMC.1977.4309605
10.1016/j.trb.2005.10.003
10.1016/j.advengsoft.2011.09.002
10.1016/j.trc.2015.02.015
10.1016/S0191-2615(03)00015-8
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Keywords travel time distribution
signalized intersection
signal cycle time
green split
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References PaikBEnhanced genetic algorithm for signal timing optimization of oversaturated intersections [J]Transportation Research Record 1 727, National Research Council Washington, D. C.20003241
Transportation Research Board.Signal timing practices and procedures-state of the practice [R]2005
LoH KLuoX WSiuB W YDegradable transport network: Travel time budget of travelers with heterogeneous risk aversion [J]Transportation Research Part B200640979280610.1016/j.trb.2005.10.003
SunW-lWuX-kWangY-pYuG-zhenA continuous-flow-intersection-lite design and traffic control for oversaturated bottleneck intersections [J]Transportation Research Part C201556183310.1016/j.trc.2015.03.011
ChenAZhouZThe a-reliable mean-excess traffic equilibrium model with stochastic travel times [J]Transportation Research Part B2010444493513258491310.1016/j.trb.2009.11.003
TakashiNTerutoshiKDevelopment of a self-organizing traffic control system using neural network models [J]Transportation Research Record1991137145
HeJ JHouZ EAnt colony algorithm for traffic signal timing optimization [J]Advances in Engineering Software2012431141810.1016/j.advengsoft.2011.09.0021239.90025
LiM-sXuH-lShiFengAnalytic method for determining traffic signal impact on vehicle journey time distribution [C] //International Workshop on Computational Transportation Science2016
FoyM DBenekohalR FGoldbergD ESignal timing determination using genetic algorithms [J]Transportation Research Record1992108115
MitsuruSZhongF JArtificial neural network–based heuristic optimal traffic signal timing [J]Computer-aided Civil and Infrastructure Engineering2000154293307
ChangT HLinJ TOptimal signal timing for an oversaturated intersection [J]Transportation Research Part B200034647149110.1016/S0191-2615(99)00034-X
WebsterF VTraffic signal settings. Road research technical paper, No.39 [R]1958
LiM-sLiuZ-qZhangY-hLiuW-jShiFengDistribution analysis of train interval journey time employing the censored model with shifting character [J]Journal of Applied Statistics2016
Transportation Research Board.Highway capacity manual 2000 [R]2000
TrabiaM BKasekoM SAndoMA two-stage fuzzy logic controller for traffic signals [J]Transportation Research Part C19997635336710.1016/S0968-090X(99)00026-1
CeylanHBellM G HTraffic signal timing optimization based on genetic algorithm approach, including drivers’ routing [J]Transportation Research Part B200438432934210.1016/S0191-2615(03)00015-8
AkcelikRTraffic signals: Capacity and timing analysis. ARRB Research Record No. 123 [R]1998
DavidK HByungkyuB PAleksandarSSuPMaJ-qiOptimality versus run time for isolated signalized intersections [J]Transportation Research Part C20155519120210.1016/j.trc.2015.02.015
PappisC PMamdamE HA fuzzy logic controller for a traffic junction [J]IEEE Transactions on Systems, Man and Cybernetics197711070771710.1109/TSMC.1977.43096050372.90055
J J He (3445_CR13) 2012; 43
H Ceylan (3445_CR12) 2004; 38
Transportation Research Board. (3445_CR1) 2005
Transportation Research Board. (3445_CR5) 2000
T H Chang (3445_CR6) 2000; 34
M D Foy (3445_CR11) 1992
M-s Li (3445_CR16) 2016
H K Lo (3445_CR17) 2006; 40
W-l Sun (3445_CR3) 2015; 56
N Takashi (3445_CR10) 1991
M B Trabia (3445_CR9) 1999; 7
M-s Li (3445_CR15) 2016
F V Webster (3445_CR2) 1958
S Mitsuru (3445_CR14) 2000; 15
K H David (3445_CR19) 2015; 55
B Paik (3445_CR7) 2000
C P Pappis (3445_CR8) 1977; 1
A Chen (3445_CR18) 2010; 44
R Akcelik (3445_CR4) 1998
References_xml – reference: LiM-sLiuZ-qZhangY-hLiuW-jShiFengDistribution analysis of train interval journey time employing the censored model with shifting character [J]Journal of Applied Statistics2016
– reference: WebsterF VTraffic signal settings. Road research technical paper, No.39 [R]1958
– reference: FoyM DBenekohalR FGoldbergD ESignal timing determination using genetic algorithms [J]Transportation Research Record1992108115
– reference: DavidK HByungkyuB PAleksandarSSuPMaJ-qiOptimality versus run time for isolated signalized intersections [J]Transportation Research Part C20155519120210.1016/j.trc.2015.02.015
– reference: TakashiNTerutoshiKDevelopment of a self-organizing traffic control system using neural network models [J]Transportation Research Record1991137145
– reference: PaikBEnhanced genetic algorithm for signal timing optimization of oversaturated intersections [J]Transportation Research Record 1 727, National Research Council Washington, D. C.20003241
– reference: Transportation Research Board.Signal timing practices and procedures-state of the practice [R]2005
– reference: LiM-sXuH-lShiFengAnalytic method for determining traffic signal impact on vehicle journey time distribution [C] //International Workshop on Computational Transportation Science2016
– reference: CeylanHBellM G HTraffic signal timing optimization based on genetic algorithm approach, including drivers’ routing [J]Transportation Research Part B200438432934210.1016/S0191-2615(03)00015-8
– reference: HeJ JHouZ EAnt colony algorithm for traffic signal timing optimization [J]Advances in Engineering Software2012431141810.1016/j.advengsoft.2011.09.0021239.90025
– reference: SunW-lWuX-kWangY-pYuG-zhenA continuous-flow-intersection-lite design and traffic control for oversaturated bottleneck intersections [J]Transportation Research Part C201556183310.1016/j.trc.2015.03.011
– reference: ChangT HLinJ TOptimal signal timing for an oversaturated intersection [J]Transportation Research Part B200034647149110.1016/S0191-2615(99)00034-X
– reference: MitsuruSZhongF JArtificial neural network–based heuristic optimal traffic signal timing [J]Computer-aided Civil and Infrastructure Engineering2000154293307
– reference: AkcelikRTraffic signals: Capacity and timing analysis. ARRB Research Record No. 123 [R]1998
– reference: Transportation Research Board.Highway capacity manual 2000 [R]2000
– reference: LoH KLuoX WSiuB W YDegradable transport network: Travel time budget of travelers with heterogeneous risk aversion [J]Transportation Research Part B200640979280610.1016/j.trb.2005.10.003
– reference: PappisC PMamdamE HA fuzzy logic controller for a traffic junction [J]IEEE Transactions on Systems, Man and Cybernetics197711070771710.1109/TSMC.1977.43096050372.90055
– reference: TrabiaM BKasekoM SAndoMA two-stage fuzzy logic controller for traffic signals [J]Transportation Research Part C19997635336710.1016/S0968-090X(99)00026-1
– reference: ChenAZhouZThe a-reliable mean-excess traffic equilibrium model with stochastic travel times [J]Transportation Research Part B2010444493513258491310.1016/j.trb.2009.11.003
– volume-title: Traffic signal settings. Road research technical paper, No.39 [R]
  year: 1958
  ident: 3445_CR2
– volume: 34
  start-page: 471
  issue: 6
  year: 2000
  ident: 3445_CR6
  publication-title: Transportation Research Part B
  doi: 10.1016/S0191-2615(99)00034-X
– volume-title: Signal timing practices and procedures-state of the practice [R]
  year: 2005
  ident: 3445_CR1
– volume-title: International Workshop on Computational Transportation Science
  year: 2016
  ident: 3445_CR15
– volume: 44
  start-page: 493
  issue: 4
  year: 2010
  ident: 3445_CR18
  publication-title: Transportation Research Part B
  doi: 10.1016/j.trb.2009.11.003
– volume: 7
  start-page: 353
  issue: 6
  year: 1999
  ident: 3445_CR9
  publication-title: Transportation Research Part C
  doi: 10.1016/S0968-090X(99)00026-1
– start-page: 137
  volume-title: Transportation Research Record
  year: 1991
  ident: 3445_CR10
– volume-title: Journal of Applied Statistics
  year: 2016
  ident: 3445_CR16
– volume: 56
  start-page: 18
  year: 2015
  ident: 3445_CR3
  publication-title: Transportation Research Part C
  doi: 10.1016/j.trc.2015.03.011
– volume: 1
  start-page: 707
  issue: 10
  year: 1977
  ident: 3445_CR8
  publication-title: IEEE Transactions on Systems, Man and Cybernetics
  doi: 10.1109/TSMC.1977.4309605
– start-page: 108
  volume-title: Transportation Research Record
  year: 1992
  ident: 3445_CR11
– volume: 15
  start-page: 293
  issue: 4
  year: 2000
  ident: 3445_CR14
  publication-title: Computer-aided Civil and Infrastructure Engineering
– volume: 40
  start-page: 792
  issue: 9
  year: 2006
  ident: 3445_CR17
  publication-title: Transportation Research Part B
  doi: 10.1016/j.trb.2005.10.003
– volume-title: Highway capacity manual 2000 [R]
  year: 2000
  ident: 3445_CR5
– volume: 43
  start-page: 14
  issue: 1
  year: 2012
  ident: 3445_CR13
  publication-title: Advances in Engineering Software
  doi: 10.1016/j.advengsoft.2011.09.002
– volume: 55
  start-page: 191
  year: 2015
  ident: 3445_CR19
  publication-title: Transportation Research Part C
  doi: 10.1016/j.trc.2015.02.015
– volume-title: Traffic signals: Capacity and timing analysis. ARRB Research Record No. 123 [R]
  year: 1998
  ident: 3445_CR4
– volume: 38
  start-page: 329
  issue: 4
  year: 2004
  ident: 3445_CR12
  publication-title: Transportation Research Part B
  doi: 10.1016/S0191-2615(03)00015-8
– start-page: 32
  volume-title: Transportation Research Record 1 727, National Research Council Washington, D. C.
  year: 2000
  ident: 3445_CR7
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Snippet In order to make full use of digital data, such as data extracted from electronic police video systems, and optimize intersection signal parameters, the...
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SubjectTerms Digital data
Driving
Engineering
Metallic Materials
Optimization
Parameters
Police
Speed limits
Traffic signals
Travel time
Title Optimization of traffic signal parameters based on distribution of link travel time
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