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akron1196711036.pdf (1.27 MB)
ETD Abstract Container
Abstract Header
Continuum Traffic Flow at a Highway Interchange
Author Info
Reed, Brandon B.
Permalink:
http://rave.ohiolink.edu/etdc/view?acc_num=akron1196711036
Abstract Details
Year and Degree
2007, Master of Science, University of Akron, Applied Mathematics.
Abstract
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.
Committee
Kevin Kreider (Advisor)
Subject Headings
Transportation
Keywords
Traffic
;
Traffic Flow
;
Traffic Flow Model
;
Continuum
;
Continuum Traffic Flow
;
Continuum Traffic Flow Model
;
Numerical Simulation
;
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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)
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Document number:
akron1196711036
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Copyright Info
© 2007, all rights reserved.
This open access ETD is published by University of Akron and OhioLINK.