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Innovations in Travel Demand Modeling, Volume 2: Papers (2008) / Chapter Skim
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T57054 txt_110.pdf
Pages 121-121

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From page 121...
... 113URBAN ARTERIAL SPEED–FLOW EQUATIONS FOR TRAVEL DEMAND MODELS Tr av e l T im e (h) SCAG Arterial Speed Study 0.6 0.5 0.4 0.3 0.2 0.1 0 Field Data Points Standard BPR Fitted BPR Classical Queue Theory Fitted Akcelik One-Hour Volume/Capacity Ratio 0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 FIGURE 3 Speed–flow equations versus queuing theory.
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Key Terms

  • capacity manual
  • travel demand
  • arterial speed
  • highway capacity
  • akcelik equation

  • demand models
  • travel time
  • scag arterial
  • public roads
  • speed study

  • data analysis


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