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Innovations in Travel Demand Modeling, Volume 2: Papers (2008) / Chapter Skim
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T57054 txt_104.pdf
Pages 115-115

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From page 115...
... linkFlow y = 0.8293x + 178 R2 = 0.8266 FIGURE 2 Dynamic user–equilibrium solution after first signal retime. vi st a 6– 7 9000 10000 8000 7000 6000 5000 4000 3000 2000 1000 0 0 1000 2000 obs count 6–7 3000 4000 5000 6000 7000 8000 9000 10,000 y = 0.974x + 101.83 R2 = 0.8783 Linear (linkFlow)
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Key Terms

  • equilibrium solution
  • traffic assignment
  • dta models
  • traffic control
  • dynamic user

  • dta results
  • dta model


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