Choice of the rational regimes of traffic light control for traffic and pedestrian flows

• Autorzy: Fornalchyk Yevhen , Kernytskyy Ivan , Hrytsun Oleh , Royko Yuriy

Identyfikatory

DOI

10.22630/PNIKS.2021.30.1.4

• Języki publikacji: EN

Abstrakty

EN

The method for the choice of rational regimes of traffic light control is developed based on the minimization of the number of violations the requirements of traffic light signals by pedestrians depending on the volume-capacity ratio of traffic lanes and control of vehicular queue on the approach to the stop-line. Assessment of rationality is carried out considering the simultaneous impact of such factors as roadway volume-capacity ratio, traffic light restrictive signal duration, the number of violations of the traffic rules by pedestrians, and maximal queue length of vehicles. The model of the change of the number of violations of the rules of crossing the roadway by pedestrians depending on the volume-capacity ratio of different intersection types is developed in this paper. The model of determining the maximal vehicular queue length before intersections depending on the volume-capacity ratio and the share of the restrictive signal on the lane in the control cycle is developed. Recommendations about the choice of rational regimes of traffic light control depending on traffic delay, planning parameters of the road network, and pedestrian behavior are proposed.

Słowa kluczowe

EN

pedestrian flow; traffic flow; traffic intensity; speed of movement; volume-capacity ratio; traffic light control; traffic simulation

• Wydawca: Wydawnictwo Szkoły Głównej Gospodarstwa Wiejskiego w Warszawie
• Czasopismo: Przegląd Naukowy Inżynieria i Kształtowanie Środowiska
• Rocznik: 2021
• Tom: Vol. 30, No. 1
• Strony: 38--50
• Opis fizyczny: Bibliogr. 15 poz., tab., wykr.

Twórcy

autor

Fornalchyk Yevhen

• Lviv Polytechnic National University, Department of Transport Technologies, st. Stepan Bandera 12, 79000 Lviv, Ukraine

• https://orcid.org/0000-0003-4137-0625

autor

Kernytskyy Ivan

• Szkoła Główna Gospodarstwa Wiejskiego w Warszawie, Instytut Inżynierii Lądowej, ul. Nowoursynowska 159, 02-776 Warszawa, Poland

• https://orcid.org/0000-0001-6084-1774

autor

Hrytsun Oleh

• Lviv Polytechnic National University, Department of Transport Technologies, st. Stepan Bandera 12, 79000 Lviv, Ukraine

• https://orcid.org/0000-0001-8391-9642

autor

Royko Yuriy

• Lviv Polytechnic National University, Department of Transport Technologies, st. Stepan Bandera 12, 79000 Lviv, Ukraine

• https://orcid.org/0000-0003-0055-9413

Bibliografia

• Alhajyaseen, W.K.M., Nakamura, H. & Catbagan, J. (2008). A Proposed methodology for modeling pedestrian crossing time at signalized crosswalks considering bi-directional flow. Proceedings of Infrastructure Planning, 38, 1-18.
• Alhajyaseen, W.K.M & Nakamura, H. (2010). Quality of pedestrian flow and crosswalk width at signalized intersections. IATSS Research, 34(1), 35-41.
• Alhajyaseen, W.K.M. & Nakamura, H. (2012). Design criteria for crosswalk width and position at signalized intersections. Journal of Civil Engineering and Architecture, 6(6), 844-857.
• Gong, Q., Xiao, L. & Xu, M. (2019). Pedestrian violations crossing behavior at signal intersections: A case study in Anning District of Lanzhou. IOP Conference Series: Materials Science and Engineering, 688(4), 044006. https://www.doi.org/10.1088/1757-899X/688/4/044006
• Iryo-Asano, M. & Alhajyaseen, W. (2017). Consideration of a pedestrian speed change model in the pedestrian–vehicle safety assessment of signalized crosswalks. Transportation Research Procedia, 21, 87-97.
• Japan Society of Traffic Engineers [JSTE] (2006). Manual of traffic signal control. Tokyo: Japan Society of Traffic Engineers.
• Levashev, A.G., Mykhailov, A.Yu., Holovnykh & I.M. (2007). Proektyrovanye rehulyruemykh peresechenyi: ucheb. Posobye [Design of rendered intersections]. Irkutsk: Izd-vo IrHTU.
• Ma, Y., Lu, S. & Zhang, Y. (2020). Analysis on illegal crossing behavior of pedestrians at signalized intersections based on Bayesian network. Journal of Advanced Transportation, 2675197. https://doi.org/10.1155/2020/2675197
• Polishchuk, V.P. & Bakulich, O.O. (ed.) (2012). Orhanizatsiia ta rehuliuvannia dorozhnoho rukhu: pidruchnyk [Traffic organization and management]. Kyiv: Znannia Ukrainy.
• Transportation Research Board [TRB] (2000). Highway Capacity Manual. Washington, DC: TRB.
• Vasylieva, H.Yu. (2007). Metody minimizatsii zatrymok transportu na mahistralnii vulychnodorozhnii merezhi mist Ukrainy [Methods of minimization of transport delays on road network of cities of Ukraine]. Kyiv: KNUBA.
• Vrubel, Yu.A. (2003). Potery v dorozhnom dvyzhenyy [Traffic losses]. Minsk: BNTU.
• Wang, Z., Zhao, L., Cao, N., Lu, Y. & Chen, M. (2017). A modified total crossing time model of bidirectional pedestrians at signalized crosswalks. Discrete Dynamics in Nature and Society, 1, 2190724. https://doi.org/10.1155/2017/2190724
• Xiong, H., Xiong, L., Deng, X. & Wang, W. (2014). Evaluation of the impact of pedestrian countdown signals on crossing behavior. Advances in Mechanical Engineering, 6, 518295. https://doi.org/10.1155/2014/518295
• Zhyvohliadov, V.G. (2012). Teoryia dvyzhenyia transportnykh y peshekhodnykh potokov. Rostov na Donu: Izdatelstvo zhurnala.