Skip to main content

Geometric delay at non-signalised intersections

  • Chapter
Book cover Highway Traffic Analysis and Design
  • 153 Accesses

Abstract

Delay to vehicles at intersections is an important factor in the choice of intersection type and frequently attention is focused on queueing delay which occurs at peak flow times. There is however a further source of delay which is found regardless of traffic conflicts, caused by vehicles slowing down and subsequently accelerating as they negotiate the junction. As this form of delay is determined by the size and shape of the junction, it is referred to as ‘geometric delay’. Because geometric delay takes place throughout the whole of the day it is often a substantial portion of the whole of the delay.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Institutional subscriptions

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  1. M. McDonald, N. B. Hounsell and R. M. Kimber, Geometric delay at non-signalised intersections, Transport and Road Research Laboratory Supplementary Report 810, Crowthorne (1984)

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Copyright information

© 1996 Y. Salter and N. B. Hounsell

About this chapter

Cite this chapter

Salter, R.J. (1996). Geometric delay at non-signalised intersections. In: Highway Traffic Analysis and Design. Palgrave, London. https://doi.org/10.1007/978-1-349-13423-6_24

Download citation

  • DOI: https://doi.org/10.1007/978-1-349-13423-6_24

  • Publisher Name: Palgrave, London

  • Print ISBN: 978-0-333-60903-3

  • Online ISBN: 978-1-349-13423-6

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics