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A spatially disaggregated model for the technology selection and design of a transit line

Author

Listed:
  • Luigi Moccia

    (Istituto di Calcolo e Reti ad Alte Prestazioni
    Logistics and Transportation (CIRRELT))

  • Duncan W. Allen

    (IBI Group)

  • Gilbert Laporte

    (Logistics and Transportation (CIRRELT)
    3000 chemin de la Côte-Sainte-Catherine
    University of Bath)

Abstract

Our research question is the usefulness of a high level of spatial granularity for the travel demand when planning a transit line. We formulate a new optimization model for the technology selection and design of a transit line where the spatial attributes of the travel demand can be finely set. The solution method relies on approximated formulae, and we establish relationships with a classic result for the optimal stop spacing. We also present a refinement of the in-vehicle passenger crowding for an existing transit design model where demand spatial attributes are set synthetically. We call “spatially disaggregate” and “spatially aggregate” the former and the latter model, respectively. These two models are compared by numerical experiments on a scenario for three semi-rapid transit technologies where two variants consider opposite demand profiles in terms of spatial distribution. We conclude that the spatially aggregated model is sufficient when the main goal is technology selection, whereas the spatially disaggregate model is better for design and benchmarking purposes.

Suggested Citation

  • Luigi Moccia & Duncan W. Allen & Gilbert Laporte, 2020. "A spatially disaggregated model for the technology selection and design of a transit line," Public Transport, Springer, vol. 12(3), pages 647-691, October.
  • Handle: RePEc:spr:pubtra:v:12:y:2020:i:3:d:10.1007_s12469-020-00250-0
    DOI: 10.1007/s12469-020-00250-0
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    References listed on IDEAS

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    1. Gilbert Laporte & Juan Mesa & Francisco Ortega, 1997. "Assessing the efficiency of rapid transit configurations," TOP: An Official Journal of the Spanish Society of Statistics and Operations Research, Springer;Sociedad de Estadística e Investigación Operativa, vol. 5(1), pages 95-104, June.
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    5. Moccia, Luigi & Giallombardo, Giovanni & Laporte, Gilbert, 2017. "Models for technology choice in a transit corridor with elastic demand," Transportation Research Part B: Methodological, Elsevier, vol. 104(C), pages 733-756.
    6. S. C. Wirasinghe & Nadia S. Ghoneim, 1981. "Spacing of Bus-Stops for Many to Many Travel Demand," Transportation Science, INFORMS, vol. 15(3), pages 210-221, August.
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    8. Vukan R. Vuchic & Gordon F. Newell, 1968. "Rapid Transit Interstation Spacings for Minimum Travel Time," Transportation Science, INFORMS, vol. 2(4), pages 303-339, November.
    9. Moccia, Luigi & Laporte, Gilbert, 2016. "Improved models for technology choice in a transit corridor with fixed demand," Transportation Research Part B: Methodological, Elsevier, vol. 83(C), pages 245-270.
    10. Luigi Moccia & Duncan W. Allen & Eric C. Bruun, 2018. "A technology selection and design model of a semi-rapid transit line," Public Transport, Springer, vol. 10(3), pages 455-497, December.
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    Cited by:

    1. Luigi Moccia & Duncan W. Allen & Gilbert Laporte & Andrea Spinosa, 2022. "Mode boundaries of automated metro and semi-rapid rail in urban transit," Public Transport, Springer, vol. 14(3), pages 739-802, October.
    2. Gülçin Canbulut & Erkan Köse & Oğuzhan Ahmet Arik, 2022. "Public transportation vehicle selection by the grey relational analysis method," Public Transport, Springer, vol. 14(2), pages 367-384, June.
    3. Basnak, Paul & Giesen, Ricardo & Muñoz, Juan Carlos, 2022. "Estimation of crowding factors for public transport during the COVID-19 pandemic in Santiago, Chile," Transportation Research Part A: Policy and Practice, Elsevier, vol. 159(C), pages 140-156.

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