Issue |
E3S Web Conf.
Volume 427, 2023
International Conference on Geotechnical Engineering and Energetic-Iraq (ICGEE 2023)
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Article Number | 03021 | |
Number of page(s) | 8 | |
Section | Transportation Science and Technology | |
DOI | https://doi.org/10.1051/e3sconf/202342703021 | |
Published online | 13 September 2023 |
Processing Traffic Jam in Al-Sadrain Intersection in the Holy City of Najaf
1 Environmental Planning Department, University of Kufa, Al-Kufa, Iraq
2 Southern Technical University, Al-Shatrah Technical Institute, Al-Shatrah, Thi-Qar, Iraq
3 College of Environmental Science, Al-Qasim Green University, Al-Qasim, Babylon, Iraq
a* Corresponding author baidaaa.bedewy@uokufa.edu.iq
b hassann.aswad@uokufa.edu.iq
c sophia.razzaq@stu.edu.iq
d marwan.hussein@wrec.uoqasim.edu.iq
Modern metropolitan cities worldwide suffer from heavy congestion due to high daily commutes for various purposes. Intersections are the most congested component of the network and represent the sites of accidents. At the same time, the intersection (Al-Sadrien) in Al- Najaf Al-Ashraf city is regarded as one of the major important intersections. Typically, this intersection increases the volume of traffic during rush hours, which raises traffic congestion, Therefor, the problem with this article is that unclear how the distribution of the surrounding areas affects traffic accidents and junction congestion. Our hypothesis to solve the problem is that an important relationship must be clear between the intersection and its surrounding areas. In this study, analysis the current service of intersection as field survey adopting the analytical approach using simulation by HCS2010 and VISSIM software, based on GIS that showed: the eastern approach (coming from Al- Kufa) was (F) (3.18.97), the result of the western approach (coming from Najaf) (F) (3.45.49), and the result of the northern approach (coming from the College of Administration and Economics) (D) (1.38). 83) and the result of the southern approach (coming from Al- Rawan Street) (E) (1.14.13). When the times of delay to the level of service intersection, as adopted by the capacity of roads on the program (HCS 2010), amounted to more than (800) seconds/vehicle at peak times. So, the classification of service at this intersection is in level (E). Through the traffic intersection analysis, recommendations and proposals must be taken before any decisions regarding land use , which has effects on the city.
Key words: Traffic intersections / peak hour / congestion / HCS 2010 / VISSIM / GIS
© The Authors, published by EDP Sciences, 2023
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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