Determining of the Parking Manoeuvre and the Taxi Blockage Adjustment Factor for the Saturation Flow Rate at the Outlet Legs of Signalized Intersections: Case Study from Rasht City (Iran)

World Multidisciplinary Civil Engineering-Architecture-Urban Planning Symposium - WMCAUS

土木建筑工程

Behbahani, Hamid^1 ; Jahangir Samet, Mehdi^1 ; Moghaddam Gilani, Vahid Najafi^1 ; Amini, Amir^1

School of Civil Engineering, Iran University of Science and Technology (IUST), Islamic Republic of Iran, n/a, Tehran

16846-13114, Iran^1

关键词: Adjustment factors;    Inlet leg;    Parking manoeuvre;    Saturation flow rates;    Signalized intersection;    Sudden change;    Traffic effect;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/245/4/042017/pdf
DOI  :  10.1088/1757-899X/245/4/042017

学科分类：土木及结构工程学

来源: IOP

【 摘 要 】

The presence of taxi stops within the area of signalized intersections at the outlet legs due to unnatural behaviour of the taxis, sudden change of lanes, parking manoeuvres activities and stopping the vehicle to discharge or pick up the passengers have led to reduction of saturation flow rate at the outlet leg of signalized intersections and increased delay as well as affecting the performance of a crossing lane. So far, in term of evaluating effective adjustment factors on saturation flow rate at the inlet legs of the signalized intersections, various studies have been carried out, however; there has not been any studies on effective adjustment factors on saturation flow rate at the inlet legs. Hence, the evaluating of the traffic effects of unique behaviours on the saturation flow rate of the outlet leg is very important. In this research the parking manoeuvre time and taxi blockage time were evaluated and analyzed based on the available lane width as well as determining the effective adjustment factors on the saturation flow rate using recording related data at four signalized intersections in Rasht city. The results show that the average parking manoeuvre time is a function of the lane width and is increased as the lane width is reduced. Also, it is suggested to use the values of 7.37 and 11.31 seconds, respectively for the average parking manoeuvre time and the average blockage time of taxies at the outlet legs of signalized intersections for the traffic designing in Rasht city.