A complete system of conditions for uncongested traffic of vehicles in front of a traffic light at a symmetrical two-lane intersection
Vestnik KRAUNC. Fiziko-matematičeskie nauki, Tome 40 (2022) no. 3, pp. 101-110 Cet article a éte moissonné depuis la source Math-Net.Ru

Voir la notice de l'article

The problem of optimizing the transport system of cities has not yet been solved. One of the urgent practical problems is the problem of the operation mode of traffic light at the city intersections. The present article is based on the theoretically proven by M. Lighthill and J. Whitham and now widely known condition of non-accumulation of vehicles in front of an intersection traffic light operating in two modes (red light on, green light on) along each of the intersection routes. Although more than 70 years have passed since the Lighthill-Whitham condition was proved, this condition is not used in practice, and is treated as a purely theoretical result. However, the Lighthill-Whitham condition may quite simply get a practical interpretation and average values of the traffic flow would be obtained, based on measurements of the intersection lanes' traffic. Based on the Lighthill-Whitham condition, the paper proves the general condition (necessary and sufficient) to avoid the congestion of vehicles in front of a traffic light at an intersection as a whole and a sufficient condition for blocking an intersection, which makes it possible to identify symmetrical two-lane intersections along each of the highways in the city, that are close to blocking. An optimal solution to the problem of a traffic light is presented based on a commutation relation that sets the limiting times for the green traffic light to be on along each of the intersection routes. It was a symmetrical two-lane intersection that was considered in the work, for the reason that such intersections make up a larger part of urban intersections.
@article{VKAM_2022_40_3_a8,
     author = {V. Ch. Kudaev and A. K. Buzdov},
     title = {A complete system of conditions for uncongested traffic of vehicles in front of a traffic light at a symmetrical two-lane intersection},
     journal = {Vestnik KRAUNC. Fiziko-matemati\v{c}eskie nauki},
     pages = {101--110},
     year = {2022},
     volume = {40},
     number = {3},
     language = {ru},
     url = {http://geodesic.mathdoc.fr/item/VKAM_2022_40_3_a8/}
}
TY  - JOUR
AU  - V. Ch. Kudaev
AU  - A. K. Buzdov
TI  - A complete system of conditions for uncongested traffic of vehicles in front of a traffic light at a symmetrical two-lane intersection
JO  - Vestnik KRAUNC. Fiziko-matematičeskie nauki
PY  - 2022
SP  - 101
EP  - 110
VL  - 40
IS  - 3
UR  - http://geodesic.mathdoc.fr/item/VKAM_2022_40_3_a8/
LA  - ru
ID  - VKAM_2022_40_3_a8
ER  - 
%0 Journal Article
%A V. Ch. Kudaev
%A A. K. Buzdov
%T A complete system of conditions for uncongested traffic of vehicles in front of a traffic light at a symmetrical two-lane intersection
%J Vestnik KRAUNC. Fiziko-matematičeskie nauki
%D 2022
%P 101-110
%V 40
%N 3
%U http://geodesic.mathdoc.fr/item/VKAM_2022_40_3_a8/
%G ru
%F VKAM_2022_40_3_a8
V. Ch. Kudaev; A. K. Buzdov. A complete system of conditions for uncongested traffic of vehicles in front of a traffic light at a symmetrical two-lane intersection. Vestnik KRAUNC. Fiziko-matematičeskie nauki, Tome 40 (2022) no. 3, pp. 101-110. http://geodesic.mathdoc.fr/item/VKAM_2022_40_3_a8/

[1] Pod redaktsiei Gasnikova A. V., Vvedenie v matematicheskoe modelirovanie transportnykh potokov, MFTI, M., 2010, 417 pp.

[2] Lighthill M. J., Whitham G. B., “On kinematic waves: II Theory of traffic flow on long crowded roads”, Proc. R. Soc. London. Ser. A., 229 (1955), 281–345 | DOI

[3] Uizem Dzh., Lineinye i nelineinye volny, Mir, M., 1977

[4] Richards P. I., “Shock Waves on the Highway”, Oper. Res., 4 (1956), 42–51 | DOI

[5] Shets S. P., Spravtseva E. V., Kalmykov A. A., “Primenenie imitatsionnogo modelirovaniya pri sovershenstvovanii organizatsii dorozhnogo dvizheniya na perekrestke goroda Bryanska”, Vestnik Bryanskogo gosudarstvennogo tekhnicheskogo universiteta, 56:3 (2017), 67–72

[6] Dolgushin D.Yu., Myznikov T.A., “Imitatsionnoe modelirovanie avtotransportnykh potokov dlya otsenki alternativnykh skhem organizatsii dorozhnogo dvizheniya v gorodskikh usloviyakh”, Vestnik SibADI, 2(20) (2011), 47-52

[7] Novikov A. N., Eremin S. V., Shevtsova A. G., “Osnovnye printsipy rascheta programmy svetofornogo regulirovaniya na osnove upravlyaemykh setei i potoka nasyscheniya”, Vestnik SibADI, 16:6 (2019), 680–691

[8] Novikov I. A., Shevtsova A. G., Kravchenko A. A., Burlutskaya A. G., “Razrabotka metodiki adaptatsii modeli reguliruemogo peresecheniya”, Vestnik SibADI, 17:6 (2020), 726–735

[9] Glukharev K.K., Kalinin I.N., “K optimizatsii potoka na perekrestke”, Trudy 53-i nauchnoi konferentsii MFTI “Sovremennye problemy fundamentalnykh i prikladnykh nauk” - Chast III. Aerofizika i kosmicheskie issledovaniya., 2 (2010), 72–74

[10] Kalinin I.N., Glukharev K.K., “Issledovanie integralnykh kharakteristik perekrestkov pri pomoschi mikroskopicheskikh modelei transportnykh potokov”, Kompyuternye issledovaniya i modelirovanie, 6:4 (2014), 523-534.