2022
DOI: 10.1016/j.trip.2022.100591
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Macroscopic flow characterization at T-junctions

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Cited by 5 publications
(7 citation statements)
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“…Firstly, the sheer volume of vehicles, particularly during peak hours or in densely populated areas, overwhelms roads, causing congestion. Limited road capacity exacerbates this problem, leading to bottlenecks and traffic snarls, especially where infrastructure is lacking [11]. Additionally, incidents like accidents and breakdowns disrupt traffic flow, compounded by inadequate alternative routes.…”
Section: Issue Due To Congestionmentioning
confidence: 99%
“…Firstly, the sheer volume of vehicles, particularly during peak hours or in densely populated areas, overwhelms roads, causing congestion. Limited road capacity exacerbates this problem, leading to bottlenecks and traffic snarls, especially where infrastructure is lacking [11]. Additionally, incidents like accidents and breakdowns disrupt traffic flow, compounded by inadequate alternative routes.…”
Section: Issue Due To Congestionmentioning
confidence: 99%
“…These parameters provide insight into local traffic flow behaviour (such as speed vs flow, density vs speed, and density vs flow, to name a few). Furthermore, these parameters are imperative for calibrating and validating mathematical traffic flow models and simulation software for better road network design and management [7,8,9,10,11]. In the existing literature, varying solutions have been proposed for vehicular flow characterization and are categorized as either intrusive or non-intrusive sensors [12,13].…”
Section: A Research Contextmentioning
confidence: 99%
“…The LWR model is a widely used first-order macroscopic traffic model that can characterize small changes in flow [62]. Thus, this model cannot accurately characterize traffic at abrupt changes such as traffic capacity drops and stop-and-go traffic [45], [62]. The LWR model for one-dimensional flow is given by…”
Section: Pedestrian Dynamics Modelingmentioning
confidence: 99%
“…This model ignores pedestrian behavior [42]. Further, it assumes only small changes in velocity [43]- [45], and does not consider delay [46] and stopand-go behavior [46]- [48]. A fluid dynamic pedestrian model was proposed in [49] which is based on the Boltzmann gas kinetic model.…”
Section: Introductionmentioning
confidence: 99%