A new design approach for High Occupancy Toll lanes
2013-07
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A new design approach for High Occupancy Toll lanes
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2013-07
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High Occupancy Toll (HOT) lanes are "oases" of free-flow conditions within congested freeways. Observations support the benefits of HOT and High Occupancy Vehicle (HOV) lanes implementation which in many cases can carry up to half of the people carried on the entire freeway. Developed operational strategies for the HOT lanes aim in controlling the demand so that a high level of service is provided to the users of the facility. A particularly important design feature of HOT lanes is the locations that vehicles can merge in or out; this feature is closely connected to the mobility and safety of the facility.
This study paves the way for a systematic methodology that incorporates knowledge obtained from extensive periods of observations to the design of the Optimal Lane Changing Regions (OLCR) on forthcoming facilities. This methodology is applicable to HOT facilities that adopt a conservative design for their access zones by allowing interaction only at areas of high lane changing demand between exit ramps and entrance ramps to the freeway. Existing methodologies are based on engineering judgment or studies that take into consideration limited amount of observations.
The proposed methodology was relied on a Monte Carlo sampling framework for revealing the advisory OLCR at various demand levels. Traffic flow is reconstructed for all the General Purpose Lanes (GPLs) of the segment of interest; headway sequences are constructed based on a calibrated Fundamental Diagram investigation for each GPL. A Gap Acceptance model was developed to shape the time increments that vehicles spend on each GPL. The final outcome of this methodology is advisory positions and lengths of merging areas on HOT facilities based on the simulated distance that vehicles travel between the entrance/exit ramp and the HOT lane. Another direction that this study aimed in making a contribution is access restriction on existing facilities in response to future increased demand levels; the goal is to preserve safety and mobility of the HOT facility. A quantity of major importance to the operation of buffer separated shared HOT lanes is the interaction between the HOT lane and its adjacent lane. The proposed methodology uses shockwave activity as surrogate for mobility and safety (shockwave length) to investigate the behavior of existing facilities for future demand levels.
Specifically, shockwave length distributions were derived from a Monte Carlo sampling methodology taking advantage of a wave propagation model based on one-dimensional kinematic equations. After the proposed model was successfully tested for its ability to describe shockwave propagation on selected locations at present demand levels, an investigation of wave propagation at artificially increased density levels was conducted. The developed mechanism for achieving the increase in density was based on a scoring system that achieved the desired increase iteratively. Simulated shockwave length distributions were derived and the increased demand levels resulting in a flow breakdown on the HOT facility were identified. The outcome of this methodology can support the decision of engineers to restrict access to locations that reach their operational boundary.
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University of Minnesota M.S. thesis. July 2013. Major: Civil Engineering. Advisor: John Hourdos. 1 computer file (PDF); ix 150 pages.
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Stanitsas, Panagiotis. (2013). A new design approach for High Occupancy Toll lanes. Retrieved from the University Digital Conservancy, https://hdl.handle.net/11299/160303.
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