Saturation flow versus green time at two‐stage signal controlled intersections
Intersections are the key components of road networks considerably affecting capacity. As flow levels and experience have increased over the years, methods and means have been developed to cope with growing demand for traffic at road junctions. Among various traffic control devices and techniques d...
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2009-12-01
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doaj-61ef3a88903f40869906e1622536f4082021-07-02T11:41:41ZengVilnius Gediminas Technical UniversityTransport1648-41421648-34802009-12-01244Saturation flow versus green time at two‐stage signal controlled intersectionsAhmed Boumediene0Kouider Brahimi1Noreddine Belguesmia2Khaled Bouakkaz3Université des Sciences et de la Technologie Mohamed Boudiaf Oran BP 1505 El-Menaour 31000 Oran, AlgeriaUniversité des Sciences et de la Technologie Mohamed Boudiaf Oran BP 1505 El-Menaour 31000 Oran, AlgeriaUniversité de Mostaganem, BP 677 RP 27000 Mostaganem, AlgeriaUniversité de Tiaret, Algeria Intersections are the key components of road networks considerably affecting capacity. As flow levels and experience have increased over the years, methods and means have been developed to cope with growing demand for traffic at road junctions. Among various traffic control devices and techniques developed to cope with conflicting movements, traffic signals create artificial gaps to accommodate the impeded traffic streams. The majority of parameters that govern signalised intersection control and operations such as a degree of saturation, delays, queue lengths, the level of service etc. are very sensitive to saturation flow. Therefore, it is essential to reliably evaluate saturation flow for correctly setting traffic signals to avoid unnecessary delays and conflicts. Generally, almost all guidelines support the constancy of saturation flow irrespective of green time duration. This paper presents the results of field studies carried out to enable the performance of signalised intersections to be compared at different green time durations. It was found that saturation flow decreased slightly with growing green time. Reduction corresponded to between 2 and 5 pcus/gh per second of green time. However, the analyses of the discharge rate during the successive time intervals of 6‐seconds showed a substantial reduction of 10% to 13% in saturation flow levels after 36 seconds of green time compared to those relating to 6–36 seconds range. No reduction in saturation flow levels was detected at the sites where only green periods of 44 seconds or less were implemented. First published online: 27 Oct 2010 http://journals.vgtu.lt/index.php/Transport/article/view/6319saturation flowtraffic signalsgreen timeintersectioncapacity |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Ahmed Boumediene Kouider Brahimi Noreddine Belguesmia Khaled Bouakkaz |
spellingShingle |
Ahmed Boumediene Kouider Brahimi Noreddine Belguesmia Khaled Bouakkaz Saturation flow versus green time at two‐stage signal controlled intersections Transport saturation flow traffic signals green time intersection capacity |
author_facet |
Ahmed Boumediene Kouider Brahimi Noreddine Belguesmia Khaled Bouakkaz |
author_sort |
Ahmed Boumediene |
title |
Saturation flow versus green time at two‐stage signal controlled intersections |
title_short |
Saturation flow versus green time at two‐stage signal controlled intersections |
title_full |
Saturation flow versus green time at two‐stage signal controlled intersections |
title_fullStr |
Saturation flow versus green time at two‐stage signal controlled intersections |
title_full_unstemmed |
Saturation flow versus green time at two‐stage signal controlled intersections |
title_sort |
saturation flow versus green time at two‐stage signal controlled intersections |
publisher |
Vilnius Gediminas Technical University |
series |
Transport |
issn |
1648-4142 1648-3480 |
publishDate |
2009-12-01 |
description |
Intersections are the key components of road networks considerably affecting capacity. As flow levels and experience have increased over the years, methods and means have been developed to cope with growing demand for traffic at road junctions. Among various traffic control devices and techniques developed to cope with conflicting movements, traffic signals create artificial gaps to accommodate the impeded traffic streams. The majority of parameters that govern signalised intersection control and operations such as a degree of saturation, delays, queue lengths, the level of service etc. are very sensitive to saturation flow. Therefore, it is essential to reliably evaluate saturation flow for correctly setting traffic signals to avoid unnecessary delays and conflicts. Generally, almost all guidelines support the constancy of saturation flow irrespective of green time duration. This paper presents the results of field studies carried out to enable the performance of signalised intersections to be compared at different green time durations. It was found that saturation flow decreased slightly with growing green time. Reduction corresponded to between 2 and 5 pcus/gh per second of green time. However, the analyses of the discharge rate during the successive time intervals of 6‐seconds showed a substantial reduction of 10% to 13% in saturation flow levels after 36 seconds of green time compared to those relating to 6–36 seconds range. No reduction in saturation flow levels was detected at the sites where only green periods of 44 seconds or less were implemented.
First published online: 27 Oct 2010
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topic |
saturation flow traffic signals green time intersection capacity |
url |
http://journals.vgtu.lt/index.php/Transport/article/view/6319 |
work_keys_str_mv |
AT ahmedboumediene saturationflowversusgreentimeattwostagesignalcontrolledintersections AT kouiderbrahimi saturationflowversusgreentimeattwostagesignalcontrolledintersections AT noreddinebelguesmia saturationflowversusgreentimeattwostagesignalcontrolledintersections AT khaledbouakkaz saturationflowversusgreentimeattwostagesignalcontrolledintersections |
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