Traffic Speed Flow Model For The Mix Traffic On Vadodara Arterial Road
Krishn Rathod
M.Tech. Student, Civil Department,Parul Institute of Engg.& Tech., Vadodara, Gujarat, India , IN
Jayesh Juremalani
M.Tech. Student, Civil Department,Parul Institute of Engg.& Tech., Vadodara, Gujarat, India , IN
Suresh Damodariya
M.Tech. Student, Civil Department,Parul Institute of Engg.& Tech., Vadodara, Gujarat, India , IN
Keywords: Urban Roads, Mixed traffic, Straight Section,Curve Section, Speed Flow Model.
Abstract
The traffic in mixed flow can be classified as fast moving and slow moving vehicles or motorized and non motorized vehicles in India. The vehicle also deviate in size manoeuvrability, control, static and dynamic characteristics.
The effect of curve on speed under the mix traffic condition is carried out in present study. Thus, the purpose of this study is to calculate the capacity of the urban arterial roads. The study and research consists of analyzing the arterial Vadodara roads which are divided in four lanes. A part for straight stretch, curve stretch also selected to study the reduction of the speed. By considering the straight road section, the speed flow model is developed.
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