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  4. Concurrent Progression of Through and Turning Movements for Arterials Experiencing Heavy Turning Flows and Bay-Length Constraints
 
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Concurrent Progression of Through and Turning Movements for Arterials Experiencing Heavy Turning Flows and Bay-Length Constraints

Journal
Transportation Research Record
Date Issued
2019
Author(s)
Chen Y.-H
Cheng Y
Chang G.-L.
YEN-HSIANG CHEN  
DOI
10.1177/0361198119843480
URI
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85065712798&doi=10.1177%2f0361198119843480&partnerID=40&md5=428d2c09c75ebbdb57985b7738abba97
https://scholars.lib.ntu.edu.tw/handle/123456789/625009
Abstract
Contending with congestion on major urban arterials by providing progression bands has long been a priority task for the traffic community. However, on an arterial experiencing heavy left-turn volumes at major intersections, the left-turn queue may spill back rapidly and further degrade the effectiveness of the through progression band if the left-turn volume and the limited bay length have not been accounted for in the optimization of signal coordination plan. Such negative impact from left-turn queues also justifies the need to take into account the concurrent progression of through and left-turn flows on major arterials. To address these two issues, this paper presents a three-staged signal optimization model that can circumvent or minimize the impact of left-turn spillback to the through movements and concurrently minimize the delay of left-turn flows. The proposed model firstly obtains an initial maximized bandwidth from an existing state-of-the-art method and then maximizes the portion of through bandwidth not impeded by the left-turn overflows. The delay of left-turn flows at each intersection will also be minimized under the obtained effective through bandwidth. The results from the numerical analyses have confirmed the benefits and need of including the left-turn volume and its bay length in the design of dual progression for through and left-turn movements. The simulation experiments further show a reduction in the average delay and the number of stops, by 6.4% and 5.5%, respectively, for vehicles traversing an arterial segment of six intersections, compared with the state-of-the-art model, MULTIBAND. © National Academy of Sciences: Transportation Research Board 2019.
SDGs

[SDGs]SDG11

Other Subjects
Bandwidth; Average delay; Left turn movements; Left turns; Length constraints; Priority tasks; Signal optimization; State of the art; State-of-the-art methods; Intersections
Type
journal article

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