Estimation of Saturation Flow Rates at Signalized Intersections

The saturation flow rate is a fundamental parameter to measure the intersection capacity and time the traffic signals. However, it is revealed that traditional methods which are mainly developed using the average value of observed queue discharge headways to estimate the saturation headway might lea...

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Main Authors: Chang-qiao Shao, Xiao-ming Liu
Format: Article
Language:English
Published: Hindawi Limited 2012-01-01
Series:Discrete Dynamics in Nature and Society
Online Access:http://dx.doi.org/10.1155/2012/720474
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spelling doaj-baf554be80794e93b068baaaf2880dcb2020-11-24T22:31:16ZengHindawi LimitedDiscrete Dynamics in Nature and Society1026-02261607-887X2012-01-01201210.1155/2012/720474720474Estimation of Saturation Flow Rates at Signalized IntersectionsChang-qiao Shao0Xiao-ming Liu1Key Lab of Transportation Engineering, Beijing University of Technology, Beijing 100124, ChinaKey Lab of Transportation Engineering, Beijing University of Technology, Beijing 100124, ChinaThe saturation flow rate is a fundamental parameter to measure the intersection capacity and time the traffic signals. However, it is revealed that traditional methods which are mainly developed using the average value of observed queue discharge headways to estimate the saturation headway might lead to underestimate saturation flow rate. The goal of this paper is to study the stochastic nature of queue discharge headways and to develop a more accurate estimate method for saturation headway and saturation flow rate. Based on the surveyed data, the characteristics of queue discharge headways and the estimation method of saturated flow rate are studied. It is found that the average value of queue discharge headways is greater than the median value and that the skewness of the headways is positive. Normal distribution tests were conducted before and after a log transformation of the headways. The goodness-of-fit test showed that for some surveyed sites, the queue discharge headways can be fitted by the normal distribution and for other surveyed sites, the headways can be fitted by lognormal distribution. According to the queue discharge headway characteristics, the median value of queue discharge headways is suggested to estimate the saturation headway and a new method of estimation saturation flow rates is developed.http://dx.doi.org/10.1155/2012/720474
collection DOAJ
language English
format Article
sources DOAJ
author Chang-qiao Shao
Xiao-ming Liu
spellingShingle Chang-qiao Shao
Xiao-ming Liu
Estimation of Saturation Flow Rates at Signalized Intersections
Discrete Dynamics in Nature and Society
author_facet Chang-qiao Shao
Xiao-ming Liu
author_sort Chang-qiao Shao
title Estimation of Saturation Flow Rates at Signalized Intersections
title_short Estimation of Saturation Flow Rates at Signalized Intersections
title_full Estimation of Saturation Flow Rates at Signalized Intersections
title_fullStr Estimation of Saturation Flow Rates at Signalized Intersections
title_full_unstemmed Estimation of Saturation Flow Rates at Signalized Intersections
title_sort estimation of saturation flow rates at signalized intersections
publisher Hindawi Limited
series Discrete Dynamics in Nature and Society
issn 1026-0226
1607-887X
publishDate 2012-01-01
description The saturation flow rate is a fundamental parameter to measure the intersection capacity and time the traffic signals. However, it is revealed that traditional methods which are mainly developed using the average value of observed queue discharge headways to estimate the saturation headway might lead to underestimate saturation flow rate. The goal of this paper is to study the stochastic nature of queue discharge headways and to develop a more accurate estimate method for saturation headway and saturation flow rate. Based on the surveyed data, the characteristics of queue discharge headways and the estimation method of saturated flow rate are studied. It is found that the average value of queue discharge headways is greater than the median value and that the skewness of the headways is positive. Normal distribution tests were conducted before and after a log transformation of the headways. The goodness-of-fit test showed that for some surveyed sites, the queue discharge headways can be fitted by the normal distribution and for other surveyed sites, the headways can be fitted by lognormal distribution. According to the queue discharge headway characteristics, the median value of queue discharge headways is suggested to estimate the saturation headway and a new method of estimation saturation flow rates is developed.
url http://dx.doi.org/10.1155/2012/720474
work_keys_str_mv AT changqiaoshao estimationofsaturationflowratesatsignalizedintersections
AT xiaomingliu estimationofsaturationflowratesatsignalizedintersections
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