Measuring the impact of pedestrian flow on vehicle delays for a proposed DLT intersection with two displaced left turns in an urban commercial area
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Issue Date
2022-01-01
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Lecture Notes in Civil EngineeringDOI
10.1007/978-981-16-6932-3_3Additional Links
https://link.springer.com/chapter/10.1007/978-981-16-6932-3_3Abstract
This study evaluates the impact of pedestrian flow through vehicular delays in a proposed DLT intersection located in an urban area with a high vehicular and pedestrian traffic volume. In addition, it evaluates the pedestrian–vehicle conflict points, the effect on the other accesses after the implementation of the displaced left turns, and the consequences of reorganizing pedestrian flow. Three scenarios are evaluated through microsimulation; the existing one, which is a conventional cross-shaped intersection; a proposed DLT intersection with two displaced left turns on adjacent accesses; and a third one, similar to the last one, but with the inclusion of a pedestrian underpass. Results indicate that a proposed conventional DLT increases the vehicle delays of the intersection by 6.0% compared to the existing condition, mainly due to the high volume of pedestrians and the conflicts it generates. However, with the inclusion of a pedestrian underpass, vehicle delays are reduced significantly by up to 34.0%.Type
info:eu-repo/semantics/articleRights
info:eu-repo/semantics/embargoedAccessAttribution-NonCommercial-ShareAlike 4.0 International
Language
engISSN
23662557EISSN
23662565ae974a485f413a2113503eed53cd6c53
10.1007/978-981-16-6932-3_3
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- Creative Commons
Except where otherwise noted, this item's license is described as info:eu-repo/semantics/embargoedAccess