2018
DOI: 10.1016/j.cstp.2017.11.001
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Modelling saturation flow rate and right turn adjustment factor using area occupancy concept

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Cited by 9 publications
(5 citation statements)
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“…The area-occupancy concept was established by Mallikarjun and Rao [5] to depict the traffic density of a roadway in India. For the investigation of traffic characteristics, the area-occupancy idea was applied instead of density in their paper [13]. There were three locations of study in which five types of vehicles have been considered in each location.…”
Section: Relationship Between Area Occupancy and Vehicularmentioning
confidence: 99%
“…The area-occupancy concept was established by Mallikarjun and Rao [5] to depict the traffic density of a roadway in India. For the investigation of traffic characteristics, the area-occupancy idea was applied instead of density in their paper [13]. There were three locations of study in which five types of vehicles have been considered in each location.…”
Section: Relationship Between Area Occupancy and Vehicularmentioning
confidence: 99%
“…It was found that the saturation flow rate per lane width is a variable between 414 and 682 vehicles per hour of green per lane width. Preethi and Ashalatha [20] estimated the field saturation flow rate based on the area occupancy concept. A multiple linear regression equation was developed considering parameters: approach width, percentage of two-wheelers, percentage of buses, and percentage of three-wheelers.…”
Section: Literature Reviewmentioning
confidence: 99%
“…Such models can indirectly include the effect of having to yield to bicycle traffic by reducing the capacity of relevant turn moves by applying relevant adjustment factors. Estimating such adjustment factors for bicycle traffic has received quite some attention in the literature (Allen et al, 1998;Brilon and Miltner, 2005;Chen et al, 2007;Li et al, 2009Li et al, , 2011Guo et al, 2012;Chen et al, 2014;Preethi and Ashalatha, 2018) and is a common way to include car travel time delays at intersections caused by prioritised traffic in flow-based models. Similar adjustments can be made for other types of non-motorised traffic (Mondal and Gupta, 2020) such as pedestrians (Niittymäki and Pursula, 1997;Milazzo et al, 1998;Chen et al, 2008Chen et al, , 2015Roshani and Bargegol, 2017).…”
Section: Introductionmentioning
confidence: 99%