WAITING FOR A GAP IN TRAFFIC

Abstract

The waiting-time is considered of a driver on a secon ary road who wishes to enter or cross a primary traffic stream, given that he will do so only when the spacing to the next vehicle is at least as great as some fixed critical gap. The initial waiting-time distribution and its first two moments are obtained under the assumption of arbitrary starting-up and headway distributions of the primary traffic stream. Under the assumption that only one car may enter the intersection per gap, the distribution of successive waiting times (the inter-gap distribution) and its moments are obtained. The counting distribution of the passing of gaps is then used to describe the numbers of cars which leave the secondary road during a fixed interval of time. Various asymptotic and limiting results are demonstrated, together with the special results obtained when the traffic is P isson. The necessary modifications for other gap criteria are also indicated.

Open PDF

Document Details

Document Type
Technical Report
Publication Date
Jun 15, 1961
Accession Number
AD0260732

Entities

People

  • William S. Jewell

Organizations

  • University of California, Berkeley

Tags

Communities of Interest

  • Materials and Manufacturing Processes

DTIC Thesaurus Topics

  • Applied Mathematics
  • Automobiles
  • California
  • Civil Engineering
  • Engineering
  • Engineers
  • Equations
  • Flow Rate
  • Geometry
  • Government Procurement
  • Governments
  • Mathematics
  • New York
  • Operations Research
  • Probability
  • Random Variables
  • United States

Readers

  • Economics
  • Linear Algebra
  • Regression Analysis.

Technology Areas

  • Space