Abstract
The procedure previously outlined have optimised cycle time and green times so as to produce minimum overall delay for an intersection where the physical dimensions of the approach highways were fixed.
This is a preview of subscription content, log in via an institution to check access.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
Reference
F. V. Webster and R. F. Newby, Research into the relative merits of roundabouts and traffic-signal intersections, J. Instn Civ. Engrs, 27 (Jan. 1964), 47–76
Author information
Authors and Affiliations
Copyright information
© 1989 R. J. Salter
About this chapter
Cite this chapter
Salter, R.J. (1989). The optimisation of signal-approach dimensions. In: Highway Traffic Analysis and Design. Palgrave, London. https://doi.org/10.1007/978-1-349-20014-6_41
Download citation
DOI: https://doi.org/10.1007/978-1-349-20014-6_41
Publisher Name: Palgrave, London
Print ISBN: 978-0-333-48338-1
Online ISBN: 978-1-349-20014-6
eBook Packages: EngineeringEngineering (R0)