When demand at a junction is close to or above saturation and is varying with time, conventional steady-state delay formulae are inapplicable. The formulae presented in this paper extend previous work on a dynamic delay formulae to the case of time-dependent demand. A peak period is divided into a series of short intervals during each of which demand is considered to be stationary. By taking into account the mean queue length at the beginning and end of each interval, a representation of average delay is obtained which compares favourably both with more complex analytical formulae and with results of simulations.(a) /TRRL/

  • Availability:
  • Corporate Authors:

    Printerhall Limited

    29 Newmart Street
    London W1P 3PE,   England 
  • Authors:
    • Catling, I
  • Publication Date: 1977-11

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00174163
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Report/Paper Numbers: Analytic
  • Files: ITRD, TRIS
  • Created Date: Jun 28 1978 12:00AM