Model Development of U-turn Capacity Using Simulation and Empirical Approaches

Authors

  • Hussein Kariem Mohammed M.Sc. Civil Engineering Ministry of higher education and scientific research

Keywords:

Traffic engineering; Capacity

Abstract

In this study, both empirical and simulation approaches were used to estimate capacity of U-turn movement at median openings of divided arterials. The empirical approach using regression analysis was adopted to estimate the best form of the predictive equation for the U-turn capacity and investigate the

effect of different relevant factors that might affect the estimated capacity. Simulation approach was used also to calculate capacity on the basis of the U-SIM

model; this model represents the traffic performance at U-turn median openings and calculates the number of turning vehicles with respect to a different

conflicting traffic stream. The results of both approaches were compared and presented in this study. A linear model was also recommended as a

relationship between the average total delay of the Uturning vehicles and the conflicting traffic flow

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Published

05-03-2008

How to Cite

[1]
H. K. Mohammed, “Model Development of U-turn Capacity Using Simulation and Empirical Approaches”, NJES, vol. 11, no. 2, pp. 189–193, Mar. 2008, Accessed: Oct. 15, 2024. [Online]. Available: https://nahje.com/index.php/main/article/view/509

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