sibadiНаучный рецензируемый журнал "Вестник СибАДИ"The Russian Automobile and Highway Industry Journal2071-72962658-5626The Siberian State Automobile and Highway University10.26518/2071-7296-2026-23-4-568-581WKNPXYsibadi-2312Research ArticleТРАНСПОРТTRANSPORTОценка параметров транспортных потоков на перегруженных участках опорной дорожной сети курортного регионаAssessment of traffic flow parameters on congested sections of the primary road network of the resort regionhttps://orcid.org/0009-0000-9241-4072РунецР. С.RunetsR. S.

Рунец Роман Сергеевич - генеральный директор Центра дорожных инноваций и Института транспортного развития; аспирант Московского автомобильно-дорожного государственного технического университета (МАДИ)

350040, г. Краснодар, ул. Таманская, д. 182/4

125319, г. Москва, Ленинградский проспект, д. 64

Scopus ID: 60608780500, Researcher ID: PYZ-2364-2026

Runets Roman S. - General Director, Center of Road Innovations LLC and Institute of Transport Development LLC; Postgraduate Student, Moscow Automobile and Road Construction State Technical University (MADI) 

182/4, Tamanskaya Street, Krasnodar, Krasnodar Region,350040

64, Leningradskiy Prospekt, Moscow, 125319

Scopus ID: 60608780500, Researcher ID: PYZ-2364-2026

rrunets@gmail.comООО «Центр дорожных инноваций», ООО «Институт транспортного развития»; Московский автомобильно-дорожный государственный технический университет (МАДИ)Россия“Center of Road Innovations” Limited Liability Company, “Institute of Transport Development” Limited Liability Company; Moscow Automobile and Road Construction State Technical University (MADI)Russian Federation202604092026234568581Copyright © Рунец Р.С., 20262026Рунец Р.С.Runets R.S.Данная работа распространяется под лицензией Creative Commons Attribution 4.0.This work is licensed under a Creative Commons Attribution 4.0 License.https://vestnik.sibadi.org/jour/article/view/2312Введение

Введение. В статье предложен подход к определению параметров транспортных потоков на перегруженных участках опорной дорожной сети курортного региона, ориентированный на оценку потерь времени и наземной транспортной доступности туристских и транспортных узлов. Рассмотрены два репрезентативных участка федеральных автомобильных дорог Краснодарского края: участок М-4 «Дон» с последовательным снижением числа полос движения и участок А-147 в границах п. Дагомыс с регулируемыми пересечениями.

Материалы и методы

Материалы и методы. Исходная база сформирована на основе проектов организации дорожного движения, данных стационарных детекторов транспорта, навигационных сервисов и натурных обследований методом «плавающего автомобиля». Для сопоставления применены расчетная функция Bureau of Public Roads, подход Highway Capacity Manual и имитационное транспортное моделирование.

Результаты

Результаты. Показано, что сезонный туристический спрос и маятниковая миграция формируют выраженную неравномерность интенсивности движения. Максимальная месячная интенсивность на участке М-4 «Дон» в августе достигает 1,35 млн авт./мес., что на 256,2% выше февральских значений низкого туристического сезона. На участке А-147 интенсивность возрастает до 1,36 млн авт./мес., что на 43,7% превышает интенсивность, зафиксированную в феврале. В пиковые периоды скорость движения снижается до 8–11 км/ч, а протяженность очередей достигает 9,8 км на М-4 и 2,4 км на А-147. 

Обсуждение и заключение

Обсуждение и заключение. Расчетные методы дают сглаженную оценку условий движения и занижают время проезда в режиме перегрузки. Имитационная модель воспроизводит накопление транспортных средств, распространение очередей и режимы stop-and-go, поэтому ее целесообразно использовать как основной инструмент анализа заторовых участков и выбора адресных мероприятий по повышению эффективности функционирования сети.

Introduction

Introduction. The article proposes an approach to determining traffic flow parameters on congested sections of the primary road network in a resort region, aimed at estimating time losses and road transport accessibility of tourist and transport hubs. Two representative sections of federal highways in Krasnodar Krai have been considered: M-4 “Don” section with a sequential reduction in the number of traffic lanes, and A-147 section within the boundaries of Dagomys settlement with controlled intersections.

Materials and Methods

Materials and Methods. The initial database was compiled from traffic management projects, data from stationary traffic detectors, navigation services, and field surveys using the floating car method. For comparison, the Bureau of Public Roads function, the Highway Capacity Manual approach, and traffic simulation modeling have been applied. 

Results

Results. It is shown that seasonal tourist demand and commuting migration create significant unevenness in traffic intensity. On M-4 “Don” highway, the maximum monthly traffic volume in August reaches 1.35 million vehicles per month, which is 256.2% higher than the figures recorded in February during the low tourist season. On A-147 highway, traffic intensity increases to 1.36 million vehicles per month, exceeding the February level by 43.7%. During peak periods, traffic speed decreases to 8–11 km/h, while queue lengths reach 9.8 km on M-4 and 2.4 km on A-147. 

Discussion and Conclusion. Calculation methods provide a smoothed assessment of traffic conditions and underestimate travel time under congested conditions. The simulation model reproduces vehicle accumulation, queue propagation, and stop-and-go regimes; therefore, it is advisable to use it as the primary tool for analyzing congested sections and selecting targeted measures to improve network efficiency.

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The authors declare that there are no conflicts of interest present.