1984Mehran University Research Journal of Engineering and TechnologyRequires access

TRAFFIC CAPACITY OF ROADS IN HYDERBAD

Adia Khalid

Open publisher page 0 citations

Abstract

Hourly traffic flow patterns between 7.00 a.m. to 10.00 p.m. on the six main routes of Central Hyderabad show three pronounced peaks. The morning peak flows are around 7.00 a.m. to 9.00 a.m., afternoon peaks are around 12.00 noon to 2.00 p.m. and the evening peak flows are around 5.00 p.m. to 7.00 p.m. The maximum peak volume of the three peak volumes in each case is compared with the practical capacity of the route. It has been observed that all the six routes operate over-capacity. The percentage increase of the traffic volume over the practical capacity of the route in case of Station Road is 230%, Tijak Road 106%, Sarfraz Road 156%, Jail Road 10% and Bhurgari Road 6%. Nevertheless, most of the period these routes function over their practical capacity. The traffic congestion thus developed on these routes can be improved by enforcing fundamental traffic management techniques. (Author)

About this research paper

What this paper is about

Hourly traffic flow patterns between 7.00 a.m. to 10.00 p.m. on the six main routes of Central Hyderabad show three pronounced peaks. The morning peak flows are around 7.00 a.m. to 9.00 a.m., afternoon peaks are around 12.00 noon to 2.00 p.m. and the evening peak flows are around 5.00 p.m. to 7.00 p.m. The maximum peak volume of the three peak volumes in each case is compared with the practical capacity of the route. It has been observed that all the six routes operate over-capacity. The percentage increase of the traffic volume over the practical capacity of the route in case of Station Road is 230%, Tijak Road 106%, Sarfraz Road 156%, Jail Road 10% and Bhurgari Road 6%. Nevertheless, most of the period these routes function over their practical capacity. The traffic congestion thus developed on these routes can be improved by enforcing fundamental traffic management techniques. (Author)

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

Hourly traffic flow patterns between 7.00 a.m. to 10.00 p.m. on the six main routes of Central Hyderabad show three pronounced peaks. The morning peak flows are around 7.00 a.m. to 9.00 a.m., afternoon peaks are around 12.00 noon to 2.00 p.m. and the evening peak flows are around 5.00 p.m. to 7.00 p.m. The maximum peak volume of the three peak volumes in each case is compared with the practical capacity of the route. It has been observed that all the six routes operate over-capacity. The percentage increase of the traffic volume over the practical capacity of the route in case of Station Road is 230%, Tijak Road 106%, Sarfraz Road 156%, Jail Road 10% and Bhurgari Road 6%. Nevertheless, most of the period these routes function over their practical capacity. The traffic congestion thus developed on these routes can be improved by enforcing fundamental traffic management techniques. (Author)

Key concepts: Noon, Traffic volume, Traffic flow (computer networking), Morning, Evening, Transport engineering, Environmental science, Traffic congestion

Related papers

Back to paper searchBrowse research topicsOriginal source
TRAFFIC CAPACITY OF ROADS IN HYDERBAD — Research Paper | ScholarLens