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Investigation of the factors affecting the consistency of short-period traffic counts
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作者 Solomon Yadessa Kenno Prasanta K.Sahu +1 位作者 Babak Mehran Satish Sharma 《Journal of Modern Transportation》 2017年第3期150-162,共13页
The main intent of this study is to investigate the accuracy of short-duration traffic counts conducted during winter months. The investigation is based on 11-year sample data collected using permanent traffic counter... The main intent of this study is to investigate the accuracy of short-duration traffic counts conducted during winter months. The investigation is based on 11-year sample data collected using permanent traffic counters at various locations in Alberta, Canada. Four types of road sites: commuter, regional commuter, rural long-distance, and recreational sites are studied. The sample data consti- tute six different durations of counts (12-, 24-, 48-, 72-, 96-h, and 1 week) taken during summer and winter months. The coefficient of variation (CV) is used as the relative measure of deviation for counts of different dura- tions to measure the accuracy of short-period traffic counts. The study results indicate that 48-h count seems to be the most cost-effective counting interval during both summer and winter months. It is also found that the lowest values of CV result for counts taken at commuter sites, and the highest values are observed for recreational sites. Frequent changes in temperature and other weather events cause significant variation in traffic volume, which results in an increase in CV values for counts taken during winter months. The application of an adjustment factor to remove the effect of cold and snow from short-period counts is also included in this study. Introduced adjustment factors can reduce the values of CV for all counts taken during winter months. The findings of this study can lead highway agencies to improve the cost-effectiveness of their short- period traffic counting programs. 展开更多
关键词 Short-period traffic counts Average annualdaily traffic - Design hourly volume
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Influence of geometric design characteristics on safety under heterogeneous traffic flow 被引量:2
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作者 Praveen Vayalamkuzhi Veeraragavan Amirthalingam 《Journal of Traffic and Transportation Engineering(English Edition)》 2016年第6期559-570,共12页
This paper focuses on analysing the influence of geometric design characteristics on traffic safety using bi-directional data on a divided roadway operated under heterogeneous traffic conditions in India. The study wa... This paper focuses on analysing the influence of geometric design characteristics on traffic safety using bi-directional data on a divided roadway operated under heterogeneous traffic conditions in India. The study was carried out on a four lane divided inter-city highway in plain and rolling terrain. Statistical modelling approach by Poisson regression and Negative binomial regression were used to assess the safety performance as occurrence of crashes are random events and to identify the influence of the geometric design variables on the crash frequency. Negative binomial regression model was found to be more suitable to identify the variables contributing to road crashes. The study enabled better understanding of the factors related to road geometrics that influence road crash frequency. The study also established that operating speed has a significant contribution to the total number of crashes. Negative binomial models are found to be appropriate to predict road crashes on divided roadways under heterogeneous traffic conditions. 展开更多
关键词 Road safety Geometric design Regression modelling Road crash Heterogeneous traffic flow
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Translucent Optical Networks Design for Static Traffic
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作者 Tee Hiang Cheng 《光学学报》 EI CAS CSCD 北大核心 2003年第S1期575-576,共2页
A routing and wavelength assignment algorithm is proposed to minimize the number of wavelengths and transceivers required simultaneously under static traffic in translucent optical networks design.
关键词 for of BE Translucent Optical Networks Design for Static traffic NODE that LENGTH THAN
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