Technical Papers
Feb 28, 2022

Two-Step Optimization Model for Evaluating the Saturation Flow Rate under the Impact of Small-Sized Vehicles

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 148, Issue 5

Abstract

Saturation flow rate (SFR) is a vital input for an intersection’s performance evaluation and development of signal control strategy. Several models have been framed under prevailing traffic conditions for homogeneous and for mixed traffic scenarios. However, studies of mixed traffic streams focus on regulated traffic, mainly observed in metropolitan cities. Midsized cities have different demands, driver characteristics, and intersection properties due to the substantial percentage of small vehicles (especially motorized two- and three-wheelers) in the traffic stream. Thus, there is a need for different policy and planning initiatives than in metropolitan cities. This study framed a two-step optimization model (TSOM) for evaluating the SFR at signalized intersections considering the traffic situations in midsized cities. Thirteen intersections from four different midsized cities in India were used to analyze and model SFR. A saturation flow prediction model (SFPM) was developed using various traffic properties. The superiority of the SFPM was checked by comparing the result with those of other developed models proposed in the literature and the Indian design guide. The results showed significantly better performance of the SFPM than of the existing models. Thus, this study illustrates the effectiveness of the proposed methodology for SFR evaluation in complex traffic situations for midsized cities with a higher percentage of small vehicles.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

Some or all data, models, or codes that support the fundings of this study are available from the corresponding author upon reasonable request.

References

Adams, C. A., M. A. M. Zambang, and R. Opoku-Boahen. 2015. “Effects of motorcycles on saturation flow rates of mixed traffic at signalized intersections in Ghana.” Int. J. Traffic Trans. Eng. 4 (3): 94–101.
Biswas, S., S. Chakraborty, I. Ghosh, and S. Chandra. 2018. “Saturation flow model for signalized intersection under mixed traffic condition.” Transp. Res. Rec. 2672 (15): 55–65. https://doi.org/10.1177/0361198118777407.
Branston, D., and H. van Zuylen. 1978. “The estimation of saturation flow, effective green time and passenger car equivalents at traffic signals by multiple linear regression.” Transp. Res. 12 (1): 47–53. https://doi.org/10.1016/0041-1647(78)90107-7.
Census Organization of India. 2011. “City census 2011.” Accessed April 1, 2019. https://www.census2011.co.in/city.php.
CRRI (Central Road Research Institute). 2017. Indian Highway Capacity manual (Indo-HCM). New Delhi, India: CSIR-CRRI.
Davoodi, S. R., S. Sadeghiyan, and S. F. Faezi. 2015. “The analysis the role of motorcycles on saturation flow rates at signalized intersections in Gorgan.” Ind. J. Sci. and Tech. 8 (13): 10–17485.
Demarchi, S., and J. Setti. 2003. “Limitations of passenger-car equivalent derivation for traffic streams with more than one truck type.” Transp. Res. Rec. 1852 (1): 96–104. https://doi.org/10.3141/1852-13.
Fazalmohammed, M. S., and H. K. Dave. 2014. “Effect of heterogeneous traffic on traffic flow.” Int. J. Eng. and Tech. Res. 2 (3): 97–99.
Hadiuzzaman, M., M. M. Rahman, and M. A. Karim. 2008. “Saturation flow model at signalized intersection for non-lane based traffic.” Can. J. Transp. 2 (1): 77–90.
HCM (Highway Capacity Manual). 2000. Highway capacity manual 2010. Washington, DC: Transportation Research Board of the National Academics.
Joseph, J., and G.-L. Chang. 2005. “Saturation flow rates and maximum critical lane volumes for planning applications in Maryland.” J. Transp. Eng. 131 (12): 946–952. https://doi.org/10.1061/(ASCE)0733-947X(2005)131:12(946).
Lee, T. C., J. W. Polak, M. G. H. Bell, and M. Wigan. 2010. “The passenger car unit values of motorcycles at the beginning of a green period and in a saturation flow.” In Proc., 12th World Conf. on Transport Research. Lisbon, Portugal: WCTR Society.
Li, H., and P. Prevedouros. 2006. “Detailed observations of saturation headways and start-up lost times.” Transp. Res. Rec. 1802 (1): 44–53. https://doi.org/10.3141/1802-06.
Lila, W. K., A. Wicaksono, and M. R. Anwar. 2003. “Analysis of motorcycle effects to saturation flow rate at signalized intersections in Malang city.” J. Rek. Sipil 7 (3): 185–192.
Liu, Q., X. Zhou, and J. Zhao. 2021. “Modeling the operation of left-turn vehicles at exit lanes for left-turn intersections.” J. Transp. Eng. Part A: Syst. 147 (5): 04021022. https://doi.org/10.1061/JTEPBS.0000520.
Miller, A. J. 1968. The capacity of signalized intersection in Australia. Kew, Victoria: Australian Road Research Board.
Minh, C. C., and K. Sano. 2003. “Analysis of motorcycle effects to saturation flow rate at signalized intersection in developing countries.” J. Eastern Asia Soc. Transp. Stud. 5 (10): 1211–1222.
Ministry of Road Transport and Highways. 2021. “Road transport year book 2017–18 and 2018–19.” Accessed November 11, 2021. https://morth.nic.in/sites/default/files/RTYB-2017-18-2018-19.pdf.
Mohan, M., and S. Chandra. 2017. “Queue clearance rate method for estimating passenger car equivalents at signalized intersections.” J. Traffic Transp. Eng. (English Ed.) 4 (5): 487–495. https://doi.org/10.1016/j.jtte.2016.12.003.
Mondal, S., V. K. Arya, and A. Gupta. 2021. “An optimised approach for saturation flow estimation of signalised intersections.” Proc. Inst. Civ. Eng. Transp. 1–13. https://doi.org/10.1680/jtran.18.00206.
Mondal, S., and A. Gupta. 2019. “Discharge characteristics analysis of queued-up vehicles at signal-controlled intersections under heterogeneous traffic conditions.” Int. J. Civ. Eng. 17 (5): 619–628. https://doi.org/10.1007/s40999-018-0343-7.
Mondal, S., and A. Gupta. 2020a. “A review of methodological approaches for saturation flow estimation at signalized intersections.” Can. J. Civ. Eng. 47 (3): 237–247. https://doi.org/10.1139/cjce-2018-0696.
Mondal, S., and A. Gupta. 2020b. “Queue-based headway distribution models at signal controlled intersection under mixed traffic.” Transp. Res. Rec. 2674 (11): 768–778. https://doi.org/10.1177/0361198120949876.
Mondal, S., and A. Gupta. 2021a. “Non-linear evaluation model to analyze saturation flow under weak-lane-disciplined mixed traffic stream.” Transp. Res. Rec. 2675 (8): 422–431. https://doi.org/10.1177/0361198121998370.
Mondal, S., and A. Gupta. 2021b. “Speed distribution for interrupted flow facility under mixed traffic.” Physica A 570: 1–16. https://doi.org/10.1016/j.physa.2021.125798.
Niittymaki, J., and M. Pursula. 1997. “Saturation flows at signal-group- controlled traffic signal.” Transp. Res. Rec. 1572 (1): 24–32.
Patel, P. N., A. Dhamaniya, and B. K. Katti. 2015. “Effect of mixed traffic characteristics on saturation flow and passenger car units at signalized intersections.” Eur. Transp. 59 (4): 2015.
Radhakrishnan, P., and T. V. Mathew. 2011. “Passenger car units and saturation flow models for highly heterogeneous traffic at urban signalised intersections.” Transportmetrica 7 (2): 141–162. https://doi.org/10.1080/18128600903351001.
Rahman, M. M., N. S. Ahmed, and T. Hassan. 2005. “Comparison of saturation flow rate at signalized intersections in Yokohama and Dhaka.” In Proc., Eastern Asia Society for Transportation Studies, 959–966. Taipei, Taiwan: European Association of Taiwan Studies.
Raj, P., K. Sivagnanasundaram, G. Asaithambi, and A. U. Ravi Shankar. 2019. “Review of methods for estimation of passenger car unit values of vehicles.” J. Transp. Eng. Part A: Sys. 145 (6): 04019019. https://doi.org/10.1061/JTEPBS.0000234.
Saha, A., S. Chandra, and I. Ghosh. 2017. “Delay at signalized intersections under mixed traffic conditions.” J. Transp. Eng., Part A: Syst. 143 (8): 04017041. https://doi.org/10.1061/JTEPBS.0000070.
Saha, P., H. M. I. Mahmud, Q. S. Hossain, and M. Z. Islam. 2009. “Passenger car equivalent (PCE) of through vehicles at signalized intersections in Dhaka Metropolitan City, Bangladesh.” IATSS Res. 33 (2): 99–104. https://doi.org/10.1016/S0386-1112(14)60248-X.
Satyanarayana, P. V. H., K. Durga, and S. G. Raju. 2012. “Development of PCU factors and capacity norms at mid-blocks of rural highways in Visakhapatnam.” Ind. J. Edu. Inf. Manage. 1 (5): 2012.
TRB (Transportation Research Board). 2010. Highway capacity manual. Washington, DC: TRB.
Vien, L. L., W. H. W. Ibrahim, and A. F. Mohd. 2008. “Effect of motorcycles travel behaviour on saturation flow rates at signalized intersections in Malaysia.” In Proc., 23rd ARRB Conf.—Research Partnering with Practitioners. Adelaide, Australia: Australian Road Research Board.
Webster, F. V. 1958. Traffic signal settings. London: Her Majesty’s Stationary Office.
Zhang, L., and P. D. Prevedouros. 2011. “User perceptions of signalised intersection level of service using fuzzy logic.” Transportmetrica 7 (4): 279–296. https://doi.org/10.1080/18128601003667460.
Zhao, J., V. L. Knoop, and M. Wang. 2020. “Two-dimensional vehicular movement modelling at intersections based on optimal control.” Transp. Res. Part B: Methodol. 138 (Aug): 1–22. https://doi.org/10.1016/j.trb.2020.04.001.
Zhao, J., J. Yu, and X. Zhou. 2019. “Saturation flow models of exit lanes for left-turn intersections.” J. Transp. Eng. Part A: Syst. 145 (3): 04018090. https://doi.org/10.1061/JTEPBS.0000204.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 148Issue 5May 2022

History

Received: Apr 17, 2021
Accepted: Dec 22, 2021
Published online: Feb 28, 2022
Published in print: May 1, 2022
Discussion open until: Jul 28, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Satyajit Mondal [email protected]
Senior Research Assistant, Dept. of Civil Engineering, Indian Institute of Technology (Banaras Hindu Univ.) Varanasi, Uttar Pradesh 221005, India. Email: [email protected]
Associate Professor and MoRTH Chair Professor, Dept. of Civil Engineering, Indian Institute of Technology (Banaras Hindu Univ.) Varanasi, Uttar Pradesh 221005, India (corresponding author). ORCID: https://orcid.org/0000-0003-1789-9502. Email: [email protected]
Professor and Director, Dept. of Traffic Engineering, Univ. of Shanghai for Science and Technology, 516 Jungong Rd., Shanghai 200093, PR China. ORCID: https://orcid.org/0000-0003-0741-4911. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

  • Evaluation of the Influence of Atypical Vehicles on Vehicle Delays at a Signalized Intersection, 2023 Congreso Internacional de Innovación y Tendencias en Ingeniería (CONIITI), 10.1109/CONIITI61170.2023.10324252, (1-6), (2023).
  • Identifying the Critical Risk Factors for Road Crashes Based on Large-Scale Safety Audits in India, KSCE Journal of Civil Engineering, 10.1007/s12205-023-0679-7, 27, 11, (4906-4918), (2023).
  • Multi-Section Traffic Flow Prediction Based on MLR-LSTM Neural Network, Sensors, 10.3390/s22197517, 22, 19, (7517), (2022).
  • Evaluation of driver Acceleration/Deceleration behavior at signalized intersections using vehicle trajectory data, Transportation Letters, 10.1080/19427867.2022.2052584, 15, 4, (350-362), (2022).

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share