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Optimal Zone Design for Feeder Transit Services
Xiugang Li and Luca Quadrifoglio Zachry Department of Civil Engineering Texas A&M University, College Station, TX Presented at the 12th National Transportation Planning Applications Conference May 21, 2009 Houston, TX
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Outline Introduction Research Objective System Description
Analytical Model Application
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Introduction Demand-Responsive Feeder Transit (DRC)
Implemented in some cities, such as Denver Service area: a demand-responsive operation Major transit network
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Research Objective For large communities, planners may divide the whole service area into zones A non-optimal structure often adopted We developed a rigorous design methodology with analytical formulas
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System Description Service area divided into n zones
Within each zone, fixed-route transit (FRT) or demand-responsive transit (DRC) adopted A fraction of customers move from the service area to the terminal Major L Transit Network Terminal 1 Zone 1: Feeder line operations Terminal 2 Zone 2: Feeder line operations W Terminal 3 Zone 3: Feeder line operations Point Z
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Analytical Model Total Cost Function
FRT Total Cost = Customer Cost + FRT Bus Cost DRC Total Cost = Customer Cost + DRC Vehicle Cost Customer Cost: waiting, walking, ride
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Analytical Model Optimal Number of Zones, n
FRT Total Cost f(n) is a convex function DRC Total Cost p(n) is a convex function
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Application We applied the model to El Cenizo, Texas - one of the colonias, which are unincorporated settlements along the U.S. – Mexico border With collected travel demand data, we determined optimal number of zones One-zone design is the best for FRT policy For DRC policy one-zone is best when demand<50; larger demand has more than one zone, but cost is larger than FRT policy; so choose one zone
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Thank You Very Much More detail in
Xiugang Li and Luca Quadrifoglio, “Optimal Zone Design for Feeder Transit Services.” TRB 88th Annual Meeting Compendium of Papers DVD (Paper ), or Transportation Research Record (in Press) Thank You Very Much
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