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Continuum Traffic Flow at a Highway Interchange

Reed, Brandon B.

Abstract Details

2007, Master of Science, University of Akron, Applied Mathematics.
A second order, viscous continuum traffic flow model developed by H.M. Zhang is studied and implemented numerically using a fourth order Runge Kutta adaptive time step algorithm. This model is applied to a two section one lane highway with an entrance ramp and an exit ramp, and to a four section highway network comprised of two one lane roads. This is the first numerical implementation of Zhang's model using boundary conditions to model the traffic interchange.
Kevin Kreider (Advisor)

Recommended Citations

Citations

  • Reed, B. B. (2007). Continuum Traffic Flow at a Highway Interchange [Master's thesis, University of Akron]. OhioLINK Electronic Theses and Dissertations Center. http://rave.ohiolink.edu/etdc/view?acc_num=akron1196711036

    APA Style (7th edition)

  • Reed, Brandon. Continuum Traffic Flow at a Highway Interchange. 2007. University of Akron, Master's thesis. OhioLINK Electronic Theses and Dissertations Center, http://rave.ohiolink.edu/etdc/view?acc_num=akron1196711036.

    MLA Style (8th edition)

  • Reed, Brandon. "Continuum Traffic Flow at a Highway Interchange." Master's thesis, University of Akron, 2007. http://rave.ohiolink.edu/etdc/view?acc_num=akron1196711036

    Chicago Manual of Style (17th edition)