Skip to main content
Log in

Saturation Flow Rate of Urban At-Grade Signalized Intersection Under Different Climatic Conditions (Case Study: Sattari-Mokhberi Intersection)

  • Research Paper
  • Published:
Iranian Journal of Science and Technology, Transactions of Civil Engineering Aims and scope Submit manuscript

Abstract

This research aimed to compare the saturation flow rates of an urban at-grade signalized intersection under different climatic conditions in order to optimize the traffic light control system of this intersection. Data collection was performed with a video camera. The case studied was the intersection of Sattari-Mokhberi Intersection, in Tehran. The road surface conditions occurring in this intersection were divided into three classes: dry, wet, and snowy. Modeling and simulations were performed with the help of the software Vissim and Synchro. Model calibration was performed using the parameters “desired speed” and “acceleration/deceleration at zero speed”. Data analysis was performed using descriptive statistics and inferential statistics, including analysis of variance (ANOVA), Kolmogorov–Smirnov test, and Tukey and Scheffe tests. The saturation flow for dry, wet, and snowy road conditions was estimated to 1967, 1722, and 1607, respectively. Also, the relationship between saturation headway and sight distance in meters was modeled linearly and logarithmically. The analysis of videos showed that the mean desired speed in wet and snowy road conditions was, respectively, 23% and 36% lower than in normal conditions. The mean desired acceleration at zero speed in wet and snowy road conditions was, respectively, 24% and 30% lower than normal. The simulation results showed a 15% reduction in the total delay of the intersection after the implementation of weather-responsive schedules. The results of this research show that the benefits of adjusting the schedule of traffic lights based on weather are more pronounced in snowy conditions than in rainy conditions.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5

Similar content being viewed by others

References

  • Abuhijleh A, Dias Ch, Alhajyaseen W, Muley D (2020) Effect of U-turns and heavy vehicles on the saturation flow rates of left-turn lanes at signalized intersections. Sustainability 12(4485):1–14. https://doi.org/10.3390/su12114485

    Article  Google Scholar 

  • Asamer J, Zuylen H (2011) Saturation flow under Adverse Weather Conditions. Trans Res Record J Trans Res Board 2258:103–109. https://doi.org/10.3141/2258-13

    Article  Google Scholar 

  • Babazadeh A (2009) Practical comparison of common guidelines for computing saturation flow rates at signalized intersections in Iran. In: First National conference on infrastructure engineering and management (in Persian).

  • Barg Gol I, Najafi Moghaddam Gialni V, Tahriri Amlashi A (2018) Evaluation and comparison of discharge headway at outlets and inlets of signalized intersections. J Civil Struct 2(1):1–12 ((in Persian))

    Article  Google Scholar 

  • Biswas S, Chakraborty S, Ghosh I, Chandra S (2018) Saturation flow model for signalized intersection under mixed traffic condition. Trans Res Record J Trans Res Board. https://doi.org/10.1177/0361198118777407

    Article  Google Scholar 

  • Bernardin Lochumueller and Associates, Inc., New York (1995)

  • Cuddon AP, Ogden KW (1992) The Effect of Heavy Vehicles on Saturation Flow at Signalised Intersections. In: Proc. 16th ARRB Conf, vol 16(5) pp 1–18.

  • Dehghanizadeh M, Tafti MF (2018) Estimating saturation flow under weak discipline traffic conditions, case study: Iran. Arch Transport 46(2):47–60. https://doi.org/10.5604/01.3001.0012.2102

    Article  Google Scholar 

  • Ghaseri F (2011) Modeling of discharge headway at signalized intersections. M.Sc. thesis, University of Gilan, Faculty of Engineering, (in Persian).

  • Greenshields BD, Schapiro D, Ericksen EL (1947) Traffic Performance at Urban Street Intersections. Eno Foundation for Highway Traffic Control: 23–30.

  • Henk J, Jie L (2012) Measuring the saturation flow, lost time, and passenger equivalent values of signalized intersection. In: Seventh international conference on traffic and transportation studies (ICTTS) 2012. https://doi.org/10.1061/41123(383)28

  • Hung WT, Tian F, Tian HY (2010) Discharge headway at signalized intersections in Hong Kong. J Adv Trans 37(1):105–117. https://doi.org/10.1002/atr.5670370105

    Article  Google Scholar 

  • Ibrahim WHW, Vien L, Sadullah AFM (2002) Determination of ideal saturation flow at signalised intersections under Malaysian road conditions. Malaysian University Transportation Forum University of Malaya, Kuala Lumpur, pp 304–311

    Google Scholar 

  • Maki PJ (1999) Adverse Weather Traffic Signal Timing. Proc. Institute for Transportation Engineers 1999 Annual Meeting and Exhibit, Las Vegas, Nev

  • Nadimi V, Naser Alavi SS, Bagheri SR (2012) Analysis of headway of different pairs of vehicles in dense traffic flows in interference zones of freeways. J Trans Eng, 3(4) (in Persian).

  • Nguyen H (2016) Saturation flow rate analysis at signalized intersections for mixed traffic conditions in motorcycle dependent cities. Trans Res Procedia 15:694–708. https://doi.org/10.1016/j.trpro.2016.06.058

    Article  Google Scholar 

  • Perrin HJ, Martin PT, Hansen BG (2001) Modifying signal timing during inclement weather. Trans Res Record J Trans Res Board 1748(1):66–71. https://doi.org/10.3141/1748-08

    Article  Google Scholar 

  • Rakha H, Farzaneh H, Arafeh M, Hranac R (2007) Empirical Studies on Traffic Flow in Inclement Weather, Virginia Tech Transportation Institute.

  • Roess R, Prassas E (2018) Traffic engineering, 5th edn. Pearson, London

    Google Scholar 

  • Sadek AW, Amison SJ (2004) Validating Traffic Simulation Models to Inclement Weather Travel Conditions with Applications to Arterial Coordinated Signal Systems. NETCR47. Project No. 02–7.

  • Salehi A, Mehrazin H (2009) Determination of saturation traffic flow in Iranian signalized intersections according to HCM85. In: The second regional conference on traffic management-Tehran, (in Persian).

  • Shao C, Liu X (2012) Estimation of saturation flow rates at signalized intersections. Discrete Dyn Trans Syst. https://doi.org/10.1155/2012/720474

    Article  MATH  Google Scholar 

  • Shin Ch, Choi K (1998) Saturation flow rate estimation under rainy weather conditions for on-line traffic control purpose. KSCE J Civil Eng 2(3):211–222. https://doi.org/10.1007/BF02830476

    Article  Google Scholar 

  • Sun H, Yang J, Wang L, Li L, Wu B (2013) Saturation flow rate and start-up lost time of dual-left lanes at signalized intersection in rainy weather condition. Soc Behav Sci 96:270–279

    Article  Google Scholar 

  • Tamanai M, Abtahi SM, Haghshenas H (2012) Analysis of headway distribution of vehicles in day and night conditions under heavy traffic. J Trans Res 9(3):223–234 ((in Persian))

    Google Scholar 

  • Teply S, (2008) Performance Measures in Canadian Capacity Guide for Signalized Intersections. Transportation Research Record: J Transpor Res Board. https://doi.org/10.3141/1572-18

  • Tsao S, Chu S (1995) Adjustment factors for heavy vehicles at signalized intersections. J Transp Eng 121(2):150–157

    Article  Google Scholar 

  • Xuexiang J, Yi Z, Fa W, Li L, Danya Y, Yuelong S, Zheng W (2009) Departure headways at signalized intersections: a log-normal distribution model approach. Trans Res Part C Emerg Technol 17(3):318–327

    Article  Google Scholar 

  • Zhang G, Chen J (2009) Study on saturation flow rates for signalized intersections. In: Proceedings of the international conference on measuring technology and mechatronics automation (ICMTMA '09): 2009, IEEE, Zhangjiajie, China: 598–601.

  • Zhengyang Lu, Tae J. Kwon Liping Fu, (2019) Effects of winter weather on traffic operations and optimization of signalized intersections. J Traffic Trans Eng 6(2):196–208. https://doi.org/10.1016/j.jtte.2018.02.002

    Article  Google Scholar 

  • ZhaoY ZhangW, Lu J, Zhang W, Ma F (2015) Estimation of Saturation flow rate and start-up lost time for signal timing based on headway distribution. Discrete Dyn Nat Soc. https://doi.org/10.1155/2015/304823

    Article  Google Scholar 

Download references

Acknowledgements

The author is very grateful for PNU University. This work was carried out with the support of PNU program unit Civil Engineering. Funding for this study is being provided by the authors. The authors thank Ministry of Roads and Urban Planning, Deputy of Education for sharing valuable information on foamed asphalt.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to S. F. Faezi.

Ethics declarations

Conflict of interest

The authors declare that they have no conflict of interest.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Faezi, S.F., Dolatabadi, M.M. Saturation Flow Rate of Urban At-Grade Signalized Intersection Under Different Climatic Conditions (Case Study: Sattari-Mokhberi Intersection). Iran J Sci Technol Trans Civ Eng 46, 603–614 (2022). https://doi.org/10.1007/s40996-021-00603-0

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s40996-021-00603-0

Keywords

Navigation