LI Shu-guang, JU Yong-feng, JI Jian-gang. Estimation model and algorithm of multi-mode path flow[J]. Journal of Traffic and Transportation Engineering, 2009, 9(1): 87-91. doi: 10.19818/j.cnki.1671-1637.2009.01.018
Citation: LI Shu-guang, JU Yong-feng, JI Jian-gang. Estimation model and algorithm of multi-mode path flow[J]. Journal of Traffic and Transportation Engineering, 2009, 9(1): 87-91. doi: 10.19818/j.cnki.1671-1637.2009.01.018

Estimation model and algorithm of multi-mode path flow

doi: 10.19818/j.cnki.1671-1637.2009.01.018
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  • Author Bio:

    LI Shu-guang(1974-), male, associate professor, PhD, +86-29-82334551, lxlsg@vip.sina.com

  • Received Date: 2008-08-01
  • Publish Date: 2009-02-25
  • In order to calculate multi-mode traffic demand from traffic counts under congested conditions, a multi-mode path flow estimation model with stochastic user equilibrium was presented, and an augmented Lagrange dual algorithm was given. Link capacity, flow equilibrium and priori demand constraints were transformed into penalty functions. The original constraint optimal flow estimation model was transformed into non-constraint optimal model, and a simple projection algorithm was adopted for non-constraint optimal model. Simulation result shows that the smaller the priori demand error is, the better OD estimation results are; the priori demand error has little influence on link flow estimation result, therefore, the estination model and algorithm are simple and applicable.

     

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  • [1]
    AN Mei, GAO Zi-you. A new algorithmfor the interaction multi-modal traffic origin-destination demands esti mation[J]. Journal of Highway and Transportation Research and Devel-opment, 1999, 16 (4): 56-60. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK199904014.htm
    [2]
    AN Mei, GAOZi-you. Bi-level programming model and algo-rithmfor the interaction multi-modal traffic origin-destination demands esti mation[J]. Systems Engineering Theory and Practice, 2001, 21 (4): 100-105. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XTLL200104008.htm
    [3]
    SEUNGKIRL B, HYUNMYUNG K, YONGTAEK L. Mul-tiple-vehicle origin-destination matrix esti mation fromtraffic counts using genetic algorithm[J]. Journal of Transportation Engineering, 2004, 130 (3): 339-347. doi: 10.1061/(ASCE)0733-947X(2004)130:3(339)
    [4]
    WONG S C, TONG C O. Esti mation of multi-class origin-destination matrices fromtraffic counts[J]. Journal of Urban Planning and Development, 2005, 131 (1): 19-29. doi: 10.1061/(ASCE)0733-9488(2005)131:1(19)
    [5]
    NIE Y, ZHANG H M. Inferring origin-destination trip ma-trices with a decoupled GLS path flow esti mator[J]. Trans-portation Research Part B, 2005, 39 (3): 497-518.
    [6]
    BELL MG H, SHIELD C M, BUSCHF, et al. Astochastic user equilibrium path flow esti mator[J]. Transportation Research Part C, 1997, 5 (1): 197-210.
    [7]
    REN Gang, WANG Wei. Model and algorithmfor asymmet-ric multi modal user equilibrium with turn delays[J]. China Journal of Highway and Transport, 2006, 19 (2): 80-85. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200602013.htm
    [8]
    WANG Xuan-cang, YUJiang-xia, WANG Bing-gang, et al. Reasonable highway network scale prediction based on demand function[J]. Journal of Chang an University: Natural Science Edition, 2006, 26 (3): 59-62. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAGL200603014.htm
    [9]
    LARSSON T, PATRIKSSON M. An augmented lagrangian dual algorithm link capacity side constrained traffic assign-ment problems[J]. Transportation Research Part B, 1995, 29 (2): 433-455.
    [10]
    NIE Y, ZHANG H M. Models and algorithms for the traffic assignment problem with link capacity constraints[J]. Transportation Research Part B, 2004, 38 (2): 285-312.

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