ANALYSIS OF ALTERNATIVE DLT SIGNALIZED INTERSECTION WITH SIMULATION
Year 2025,
Volume: 7 Issue: 2, 213 - 235, 28.02.2025
Hüseyin Yılmaz
,
Mustafa Ilıcalı
Abstract
When we look at intersection applications around the world, new non-traditional intersection designs have emerged between At-Grade Intersections and Different Level Intersections. Displaced left turn (DLT) intersection design is also one of the non-traditional intersection designs. These intersections are also known as Continuous flow intersections (CFI) in the literature. In this paper, a new intersection design has been created as an alternative to the DLT intersection design. This design was analyzed and compared with the traditional signalized intersection design in five different vehicle volume scenarios with PTV Vissim and Synchro simulation programs.According to the analysis results; It was observed that there was an improvement of 61.54% in average delay time, 101.70% in average speed, 33.82% in total travel time, and 51.74% in total delay time.
It has seen that alternative DLT design can be preferred as a solution in narrow urban areas because it is a design that can be applied in smaller intersection areas compared to the DLT design.
References
- Abdelrahman, A., Abdel-Aty, M., Lee, J., Yue, L., Al-Omari, M.M.A., 2020. Evaluation of Displaced Left-Turn Intersections. Transportation Engineering 1 (2020) 100006
- Autey, J., Sayed, T., El Esawey, M., 2013. Operational Performance Comparison of Four Unconventional Intersection Designs Using Micro-Simulation. Journal of Advanced Transportation, 47 (5), 536–552.
- Bared, J., 2009. Displaced Left-Turn Intersection. Publication FHWA-HRT-09-055. FHWA, US Department of Transportation.
- Carroll, D.H., ve Lahusen, D., 2013. Operational Effects of Continuous Flow Intersection Geometrics: A deterministic Model. Transportation Research Record, 2348(1), 1-11.
- El Esawey, M., Sayed, T., 2007. Comparison of Two Unconventional Intersection Schemes: Crossover Displaced Left-Turn and Upstream Signalized Crossover Intersections. Transportation Research Record, 2023(2023), 10–19.
- Federal Highway Administration, 2004. Signalized Intersections: Informational Guide. US Department of Transportation. Report No FHWA-HRT-04-091, US Department of Transportation.
- Federal Highway Administration, 2010. Alternative Intersections/Interchanges: Informational Report (AIIR). Report No FHWA-HRT-09-060, US Department of Transportation.
- Federal Highway Administration, 2021. A Safe System-Based Framework and Analytical Methodology for Assessing Intersections. Report No FHWA-SA-21-008, US Department of Transportation.
- Hughes, W., Jagannathan R., Sengupta, D., Hummer, J.E. , 2010. Alternative Intersections/Interchanges: Informational Report (AIIR). Publication FHWA-HRT-09-060. FHWA, US Department of Transportation.
- Hummer, J.E., Reid, J.D., 2000. Unconventional Left-Turn Alternatives for Urban and Suburban Arterials. Urban Street Symposium, 28–30 Haziran 1999, Dallas, Texas, 17.
- Jagannathan, R., Bared, J.G., 2005. Design and Performance Analysis of Pedestrian Crossing Facilities for Continuous Flow Intersections. Transportation Research Record, 1939(1), 133–144.
- Karayolları Genel Müdürlüğü, 2005. Karayolu Tasarım El Kitabı. Ankara.
- Dönmez Akın, M., Kırbaş, U., Akın, E., 2022. Şehir geçişi hizmet sınıfındaki yollarda yan yol katılımlarından kaynaklanan sorunların çözümüne bir öneri: Samsun örneği. Akıllı Ulaşım Sistemleri ve Uygulamaları Dergisi 5(2), 211-226.
- Mersinlioğlu, Ç., Çelik, H., Aygün, E., Karaman, F., Abbaszade, E., Yıldız, A.M., Yılmaz, H., 2022. İSBAK’ın Ar-Ge Merkezi “Akıllı Şehir İstanbul” için çalışıyor. https://www.insaatdunyasi.com.tr/bolumler/makale/isbakin-ar-ge-merkezi-akilli-sehir-istanbul-icin-calisiyor/
- Mier FD, Romo BH, InventorsContinuous Flow Intersection. United States patent US5049000. 1991.
- Murat, Y. Ş. 1996. Denizli şehir içi kavşaklarındaki trafik akımlarının bilgisayarla incelenmesi. Yüksek Lisans Tezi, Pamukkale Üniversitesi.
- Park, S., Rakha, H., 2010. Continuous Flow Intersections: A Safety and Environmental Perspective, 13. International IEEE Conference on Intelligent Transportation Systems, 2010, Funchal, Portekiz. 85-90.
- Qu, W., Sun, Q., Zhao, Q., Tao, T., Qi, Y., 2020. Statistical Analysis of Safety Performance of Displaced Left-Turn Intersections: Case Studies in San Marcos, Texas, International Journal of Environmental Research and Public Health.
- Reid, J.D., ve Hummer, J.E., 2001. Travel Time Comparisons Between Seven Unconventional Arterial Intersection Designs. Transportation Research Record, 1751(1), 56 - 66.
- Steyn, H., Bugg, Z., Ray, B., Daleiden, A., Jenior, P., Knudsen, J., Inc, K., Inc, A., 2014. Displaced Left Turn Informational Guide. Report No FHWA-SA-14-068, US Department of Transportation.
- Sun, W., Wu, X., Wang, Y., Yu, G., 2015. A Continuous-Flow-Intersection-Lite (CFI-Lite) Design and Traffic Control for Oversaturated Bottleneck Intersections. Transportation Research Part C, 2015(56) 18–33.
- Wu, X., Juarez, D., Jia, X., 2014. Optimal Signal Timing Models for the FHWA and Mexico 4-legged Continuous Flow Intersections. Transportation Research Board 93rd Annual Meeting, 12–16 Ocak 2014, Washington, 25.
- Yang, X.F., Chang, G.L., Rahwanji, S., Lu, Y., 2013. Development of Planning-Stage Models for Analyzing Continuous Flow Intersections. Journal of Transportation Engineering, 139 (11), 1124–1132.
- Yayla, N., 2004. Karayolu Mühendisliği. Birsen Yayınevi.
- Zhao, J., Ma, W., Head, K.L., Yang, X., 2015. Optimal Operation of Displaced Left-Turn Intersections: A Lane-Based Approach. Transportation Research Part C, 2015(2), 29–48.
ALTERNATİF DLT SİNYALİZE KAVŞAĞIN SİMÜLASYON İLE ANALİZ EDİLMESİ
Year 2025,
Volume: 7 Issue: 2, 213 - 235, 28.02.2025
Hüseyin Yılmaz
,
Mustafa Ilıcalı
Abstract
Dünya genelindeki kavşak uygulamalarına bakıldığında Eşdüzey Kavşaklar ve Farklı Düzeyli Kavşaklar arasında geleneksel olmayan yeni kavşak tasarımları ortaya çıkmıştır. Displaced left turn (DLT, Yerinden edilmiş sola dönüş) kavşak tasarımı da geleneksel olmayan kavşak tasarımlarından birisidir. Bu kavşaklar literatürde Continuous flow intersection (CFİ, Sürekli akış kesişimleri) olarak da bilinirler. Bu makalede DLT kavşak tasarımına alternatif yeni bir kavşak tasarımı oluşturulmuştur. Bu tasarım geleneksel sinyalize kavşak tasarımı ile beş ayrı araç hacim senaryosunda PTV Vissim ve Synchro simülasyon programları ile analiz edilerek karşılaştırılmıştır. Analiz sonuçlarına göre; ortalama gecikme süresinde %61.54, ortalama hızda %101.70, toplam seyahat süresinde %33.82, toplam gecikme süresinde %51.74 iyileşme olduğu görülmüştür.
Alternatif DLT tasarımının, DLT tasarımına göre daha küçük kavşak alanlarında uygulanabilecek bir tasarım olması sebebiyle dar kentsel alanlarda çözüm olarak uygulanabileceği sonucuna ulaşılmıştır.
References
- Abdelrahman, A., Abdel-Aty, M., Lee, J., Yue, L., Al-Omari, M.M.A., 2020. Evaluation of Displaced Left-Turn Intersections. Transportation Engineering 1 (2020) 100006
- Autey, J., Sayed, T., El Esawey, M., 2013. Operational Performance Comparison of Four Unconventional Intersection Designs Using Micro-Simulation. Journal of Advanced Transportation, 47 (5), 536–552.
- Bared, J., 2009. Displaced Left-Turn Intersection. Publication FHWA-HRT-09-055. FHWA, US Department of Transportation.
- Carroll, D.H., ve Lahusen, D., 2013. Operational Effects of Continuous Flow Intersection Geometrics: A deterministic Model. Transportation Research Record, 2348(1), 1-11.
- El Esawey, M., Sayed, T., 2007. Comparison of Two Unconventional Intersection Schemes: Crossover Displaced Left-Turn and Upstream Signalized Crossover Intersections. Transportation Research Record, 2023(2023), 10–19.
- Federal Highway Administration, 2004. Signalized Intersections: Informational Guide. US Department of Transportation. Report No FHWA-HRT-04-091, US Department of Transportation.
- Federal Highway Administration, 2010. Alternative Intersections/Interchanges: Informational Report (AIIR). Report No FHWA-HRT-09-060, US Department of Transportation.
- Federal Highway Administration, 2021. A Safe System-Based Framework and Analytical Methodology for Assessing Intersections. Report No FHWA-SA-21-008, US Department of Transportation.
- Hughes, W., Jagannathan R., Sengupta, D., Hummer, J.E. , 2010. Alternative Intersections/Interchanges: Informational Report (AIIR). Publication FHWA-HRT-09-060. FHWA, US Department of Transportation.
- Hummer, J.E., Reid, J.D., 2000. Unconventional Left-Turn Alternatives for Urban and Suburban Arterials. Urban Street Symposium, 28–30 Haziran 1999, Dallas, Texas, 17.
- Jagannathan, R., Bared, J.G., 2005. Design and Performance Analysis of Pedestrian Crossing Facilities for Continuous Flow Intersections. Transportation Research Record, 1939(1), 133–144.
- Karayolları Genel Müdürlüğü, 2005. Karayolu Tasarım El Kitabı. Ankara.
- Dönmez Akın, M., Kırbaş, U., Akın, E., 2022. Şehir geçişi hizmet sınıfındaki yollarda yan yol katılımlarından kaynaklanan sorunların çözümüne bir öneri: Samsun örneği. Akıllı Ulaşım Sistemleri ve Uygulamaları Dergisi 5(2), 211-226.
- Mersinlioğlu, Ç., Çelik, H., Aygün, E., Karaman, F., Abbaszade, E., Yıldız, A.M., Yılmaz, H., 2022. İSBAK’ın Ar-Ge Merkezi “Akıllı Şehir İstanbul” için çalışıyor. https://www.insaatdunyasi.com.tr/bolumler/makale/isbakin-ar-ge-merkezi-akilli-sehir-istanbul-icin-calisiyor/
- Mier FD, Romo BH, InventorsContinuous Flow Intersection. United States patent US5049000. 1991.
- Murat, Y. Ş. 1996. Denizli şehir içi kavşaklarındaki trafik akımlarının bilgisayarla incelenmesi. Yüksek Lisans Tezi, Pamukkale Üniversitesi.
- Park, S., Rakha, H., 2010. Continuous Flow Intersections: A Safety and Environmental Perspective, 13. International IEEE Conference on Intelligent Transportation Systems, 2010, Funchal, Portekiz. 85-90.
- Qu, W., Sun, Q., Zhao, Q., Tao, T., Qi, Y., 2020. Statistical Analysis of Safety Performance of Displaced Left-Turn Intersections: Case Studies in San Marcos, Texas, International Journal of Environmental Research and Public Health.
- Reid, J.D., ve Hummer, J.E., 2001. Travel Time Comparisons Between Seven Unconventional Arterial Intersection Designs. Transportation Research Record, 1751(1), 56 - 66.
- Steyn, H., Bugg, Z., Ray, B., Daleiden, A., Jenior, P., Knudsen, J., Inc, K., Inc, A., 2014. Displaced Left Turn Informational Guide. Report No FHWA-SA-14-068, US Department of Transportation.
- Sun, W., Wu, X., Wang, Y., Yu, G., 2015. A Continuous-Flow-Intersection-Lite (CFI-Lite) Design and Traffic Control for Oversaturated Bottleneck Intersections. Transportation Research Part C, 2015(56) 18–33.
- Wu, X., Juarez, D., Jia, X., 2014. Optimal Signal Timing Models for the FHWA and Mexico 4-legged Continuous Flow Intersections. Transportation Research Board 93rd Annual Meeting, 12–16 Ocak 2014, Washington, 25.
- Yang, X.F., Chang, G.L., Rahwanji, S., Lu, Y., 2013. Development of Planning-Stage Models for Analyzing Continuous Flow Intersections. Journal of Transportation Engineering, 139 (11), 1124–1132.
- Yayla, N., 2004. Karayolu Mühendisliği. Birsen Yayınevi.
- Zhao, J., Ma, W., Head, K.L., Yang, X., 2015. Optimal Operation of Displaced Left-Turn Intersections: A Lane-Based Approach. Transportation Research Part C, 2015(2), 29–48.