Research Article
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Tam Denetimli Kavşaklarda Şerit Kapasitesinin İncelenmesi

Year 2025, Volume: 4 Issue: 1, 182 - 191, 18.02.2025
https://doi.org/10.62520/fujece.1449990

Abstract

Bu çalışma, Mersin'deki tam denetimli sinyal kontrol sistemiyle yönetilen bir kavşakta şerit kapasitesine etki eden faktörler incelenmektedir. Kapasite yönetimi, trafik akışındaki gecikmeleri azaltarak ve trafik sıkışıklığını hafifleterek önemli avantajlar sağlar. Bu durum, emisyonların azaltılması ve kentsel hava kalitesinin iyileştirilmesi gibi çevresel sürdürülebilirlik hedeflerine katkıda bulunabilir. Çalışmada, kuyruk uzunluğu, ağır vasıtaların yüzdesi ve boşaltım oranı gibi faktörlerin şerit kapasitesi üzerindeki etkileri detaylı olarak incelenmiştir. Analiz için ağırlıklı en küçük kareler tekniği kullanılmıştır, bu da verilerin istatistiksel olarak değerlendirilmesine ve sonuçların doğrulanmasına olanak sağlamıştır. Çalışmanın temel bulguları şunlardır: Ağır vasıtaların varlığı şerit kapasitesini azaltır. Kuyruk uzunluğunun artması şerit kapasitesinin artmasını sağlar. Boşaltım oranının artmasıyla, şerit kapasitesinin artma eğilimi vardır. Bu bulgular, kentsel ulaşım stratejilerini geliştirmek isteyen karar vericilere önemli bilgiler sunmaktadır. Özellikle trafik yönetiminde ve sürdürülebilir ulaşım politikalarının oluşturulmasında, bu tür analizlerin ve sonuçların dikkate alınması büyük önem taşımaktadır.

References

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  • C. Q. Shao, J. Rong, and X. M. Liu, “Study on the saturation flow rate and its influence factors at signalized intersections in China,” Procedia Soc. Behav. Sci., vol. 16, pp. 504-514, Jun. 2011.
  • I. B. Potts, J. F. Ringert, K. M. Bauer, J. D. Zegeer, and D. W. Harwood, “Relationship of lane width to saturation flow rate on urban and suburban signalized intersection approaches,” Transp. Res. Rec., vol. 2027, no. 1, pp. 45-51, Jan. 2007.
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  • R. W. Denney Jr, E. Curtis, and L. Head, “Long green times and cycles at congested traffic signals,” Transp. Res. Rec., vol. 2128, no. 1, pp. 1-10, Jan. 2009.
  • K. Khosla and J. C. Williams, “Saturation flow at signalized intersections during longer green time,” Transp. Res. Rec., vol. 1978, no. 1, pp. 61-67, Jan. 2006.
  • Transp. Res. Board (TRB), Highway Capacity Manual, Transp. Res. Board.
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  • A. Hosseinzadeh, M. Algomaiah, R. Kluger, and Z. Li, “Spatial analysis of shared e-scooter trips,” J. Transp. Geogr., vol. 92, p. 103016, Apr. 2021.

Examination of Lane Capacity at Fully Actuated Intersections

Year 2025, Volume: 4 Issue: 1, 182 - 191, 18.02.2025
https://doi.org/10.62520/fujece.1449990

Abstract

This study investigates factors influencing lane capacity at a fully actuated intersection in Mersin.This study examines the factors affecting lane capacity at an intersection in Mersin managed by a fully actuated signal control system. Capacity management provides significant advantages by reducing delays in traffic flow and alleviating traffic congestion. This can contribute to environmental sustainability goals such as reducing emissions and improving urban air quality. The study thoroughly investigates the impact of factors such as queue length, the percentage of heavy vehicles, and discharge flow rate on lane capacity. The Weighted Least Squares (WLS) technique was used for the analysis, allowing for the statistical evaluation of the data and verification of the results. The key findings of the study are as follows: The presence of heavy vehicles reduces lane capacity. An increase in queue length leads to an increase in lane capacity. There is a tendency for lane capacity to increase with a higher discharge flow rate. These findings provide important insights for decision-makers looking to develop urban transportation strategies. It is important to take such analyses and results into consideration, especially in traffic management and the creation of sustainable transportation policies.

Ethical Statement

“There is no need for an ethics committee approval in the prepared article” “There is no conflict of interest with any person/institution in the prepared article”

Supporting Institution

This article is not supported by any institution.

Thanks

The authors extend their appreciation to the Transportation Department of the Mersin Metropolitan Municipality for graciously supplying the real-time video recordings and signal system data require for this study.

References

  • A. E. Kitali, and P. T. Sando, “A full Bayesian approach to appraise the safety effects of pedestrian countdown signals to drivers,” Accid. Anal. Prev., vol. 106, pp. 327-335.
  • S. Mokhtarimousavi, J. C. Anderson, A. Azizinamini, and M. Hadi, “Factors affecting injury severity in vehicle-pedestrian crashes: a day-of-week analysis using random parameter ordered response models and artificial neural networks,” Int. J. Transp. Sci. Technol., vol. 9, no. 2, pp. 100-115, Jun. 2020.
  • M. Hadi, M. S. Iqbal, T. Wang, Y. Xiao, M. Arafat, and S. Afreen, “Connected vehicle vehicle-to-infrastructure support of active traffic management,” May 2019. (Dergi ismi belirtilmedi, eksik olabilir.)
  • Y. J. Gong, and J. Zhang, “Real-time traffic signal control for modern roundabouts by using particle swarm optimization-based fuzzy controller,” arXiv:1408.0689, 2014.
  • A. H. Alomari and T. I. Alhadidi, “A Stochastic Approach for Modeling the Saturation Flow Rate at Traffic Signals in Jordan,” Iran. J. Sci. Technol., vol. 1–12, Apr. 2024.
  • S. El-Tantawy, B. Abdulhai, and H. Abdelgawad, “Multiagent reinforcement learning for integrated network of adaptive traffic signal controllers (MARLIN-ATSC): Methodology and large-scale application on downtown Toronto,” IEEE Trans. Intell. Transp. Syst., vol. 14, no. 3, pp. 1140-1150, Sep. 2013.
  • S. M. Chin, O. Franzese, D. L. Greene, H. L. Hwang, and R. Gibson, “Temporary losses of highway capacity and impacts on performance: Phase 2.” (Dergi ismi belirtilmemiş, eksik olabilir.)
  • M. I. Ashqer, H. I. Ashqar, M. Elhenawy, M. Almanaa, M. A. Aljimal, H. A. Rakha, and M. Bikdash, “Evaluating a signalized intersection performance using unmanned aerial data,” Transp. Lett., vol. 16, no. 5, pp. 452-460, Apr. 2024.
  • Y. Du, A. Kouvelas, W. ShangGuan, and M. A. Makridis, “Dynamic capacity estimation of mixed traffic flows with application in adaptive traffic signal control,” Physica A, vol. 606, p. 128065, Nov. 2022.
  • X. Liu, J. Yu, and X. Yang, “Diagnostic-oriented and evaluation-driven framework for bus route performance improvement,” J. Transp. Eng., Part A: Syst., vol. 147, no. 6, Mar. 2021.
  • P. Chen, H. Qi, and J. Sun, “Investigation of saturation flow on shared right-turn lane at signalized intersections,” Transp. Res. Rec., vol. 2461, no. 1, pp. 66-75, Jan. 2014.
  • C. Q. Shao, J. Rong, and X. M. Liu, “Study on the saturation flow rate and its influence factors at signalized intersections in China,” Procedia Soc. Behav. Sci., vol. 16, pp. 504-514, Jun. 2011.
  • I. B. Potts, J. F. Ringert, K. M. Bauer, J. D. Zegeer, and D. W. Harwood, “Relationship of lane width to saturation flow rate on urban and suburban signalized intersection approaches,” Transp. Res. Rec., vol. 2027, no. 1, pp. 45-51, Jan. 2007.
  • Z. Qin, J. Zhao, S. Liang, and J. Yao, “Impact of guideline markings on saturation flow rate at signalized intersections,” J. Adv. Transp., vol. 1–13, Apr. 2019.
  • S. R. Davoodi, S. Sadeghiyan, and S. F. Faezi, “The analysis the role of motorcycles on saturation flow rates at signalized intersections in Gorgan,” Indian J. Sci. Technol., vol. 8, no. 13, pp. 1-6, Jul. 2015.
  • Y. Wang, J. Rong, C. Zhou, X. Chang, and S. Liu, “An analysis of the interactions between adjustment factors of saturation flow rates at signalized intersections,” Sustainability, vol. 12, no. 2, p. 665, Jan. 2020.
  • S. Mondal and A. Gupta, “Non-linear evaluation model to analyze saturation flow under weak-lane-disciplined mixed traffic stream,” Transp. Res. Rec., vol. 2675, no. 8, pp. 422–431, Mar. 2021.
  • M. S. Chaudhry and P. Ranjitkar, “Capacity and signal timing analysis of signalized intersections with increasing saturation flow rate,” Transp. Res. Board, vol. 13, p. 3396, Jan. 2013.
  • N. C. Karabulut, M. Özen, and O. Altıntaşı, “Investigation of the discharge flow rate patterns at real-time traffic signal control intersections,” Turk. J. Eng., vol. 7, no. 1, pp. 49-55, Jan. 2023.
  • B. Stanić, V. Tubić, and N. Čelar, “Straight lane saturation flow and its rate in Serbian cities,” Transport, vol. 26, no. 3, pp. 329-334, Oct. 2011.
  • H. Li and P. D. Prevedouros, “Detailed observations of saturation headways and start-up lost times,” Transp. Res. Rec., vol. 1802, no. 1, pp. 44-53, Jan. 2002.
  • R. W. Denney Jr, E. Curtis, and L. Head, “Long green times and cycles at congested traffic signals,” Transp. Res. Rec., vol. 2128, no. 1, pp. 1-10, Jan. 2009.
  • K. Khosla and J. C. Williams, “Saturation flow at signalized intersections during longer green time,” Transp. Res. Rec., vol. 1978, no. 1, pp. 61-67, Jan. 2006.
  • Transp. Res. Board (TRB), Highway Capacity Manual, Transp. Res. Board.
  • T. Strutz, Data Fitting and Uncertainty: A Practical Introduction to Weighted Least Squares and Beyond, vol. 1, Wiesbaden: Vieweg+ Teubner, 2011.
  • A. Hosseinzadeh, M. Algomaiah, R. Kluger, and Z. Li, “Spatial analysis of shared e-scooter trips,” J. Transp. Geogr., vol. 92, p. 103016, Apr. 2021.
There are 26 citations in total.

Details

Primary Language English
Subjects Transportation Engineering
Journal Section Research Articles
Authors

Nihat Can Karabulut 0000-0002-4294-0215

Murat Özen 0000-0002-1745-7483

Oruç Altıntaşı 0000-0002-4217-1890

Publication Date February 18, 2025
Submission Date March 9, 2024
Acceptance Date November 11, 2024
Published in Issue Year 2025 Volume: 4 Issue: 1

Cite

APA Karabulut, N. C., Özen, M., & Altıntaşı, O. (2025). Examination of Lane Capacity at Fully Actuated Intersections. Firat University Journal of Experimental and Computational Engineering, 4(1), 182-191. https://doi.org/10.62520/fujece.1449990
AMA Karabulut NC, Özen M, Altıntaşı O. Examination of Lane Capacity at Fully Actuated Intersections. FUJECE. February 2025;4(1):182-191. doi:10.62520/fujece.1449990
Chicago Karabulut, Nihat Can, Murat Özen, and Oruç Altıntaşı. “Examination of Lane Capacity at Fully Actuated Intersections”. Firat University Journal of Experimental and Computational Engineering 4, no. 1 (February 2025): 182-91. https://doi.org/10.62520/fujece.1449990.
EndNote Karabulut NC, Özen M, Altıntaşı O (February 1, 2025) Examination of Lane Capacity at Fully Actuated Intersections. Firat University Journal of Experimental and Computational Engineering 4 1 182–191.
IEEE N. C. Karabulut, M. Özen, and O. Altıntaşı, “Examination of Lane Capacity at Fully Actuated Intersections”, FUJECE, vol. 4, no. 1, pp. 182–191, 2025, doi: 10.62520/fujece.1449990.
ISNAD Karabulut, Nihat Can et al. “Examination of Lane Capacity at Fully Actuated Intersections”. Firat University Journal of Experimental and Computational Engineering 4/1 (February 2025), 182-191. https://doi.org/10.62520/fujece.1449990.
JAMA Karabulut NC, Özen M, Altıntaşı O. Examination of Lane Capacity at Fully Actuated Intersections. FUJECE. 2025;4:182–191.
MLA Karabulut, Nihat Can et al. “Examination of Lane Capacity at Fully Actuated Intersections”. Firat University Journal of Experimental and Computational Engineering, vol. 4, no. 1, 2025, pp. 182-91, doi:10.62520/fujece.1449990.
Vancouver Karabulut NC, Özen M, Altıntaşı O. Examination of Lane Capacity at Fully Actuated Intersections. FUJECE. 2025;4(1):182-91.