PROPAGATION OF ON-RAMP DENSITY PERTURBATIONS ON UNIDIRECTIONAL TWO- AND THREE-LANE FREEWAYS

BASED UPON EXPECTED VALUE HYDRODYNAMIC PRINCIPLES, THIS PAPER IS A INVESTIGATION OF THE EFFECTS OF ON- RAMP FLOW ON UNIDIRECTIONAL TWO AND THREE-LANE FREEWAYS. THIS ANALYSIS INVOLVES THE STUDY OF THE PERTURBED TRAFFIC DENSITY ON THE FREEWAY WHICH HS BEEN INITIATED BY THE ON-RAMP FLOW AND WHICH IS DEFINED AS THE DIFFERENCE IN THE ACTUAL INSTANTANEOUS PREVAILING TRAFFIC DENSITY AND THE EQUILIBRIUM TRAFFIC DESITY WHICH WOULD PREVAIL UNDER STEADY-STATE TRAFFIC CONDITIONS. THE PAPER THEN GIVES THE ANALYSIS WHICH PREDICTS THE PROPAGATION OF SUCH PERTURBED DENSITIES IN SPACE AND TIME FROM THE ON-RAMP. THE ANALYTICAL FORMULATION IS BASED UPON THE PRIMARY GOVERNING MECHANISMS WHICH CONTRIBUTE SIGNIFICANTLY TO THE TRAFFIC BEHAVIOR IN THE VICINITY OF AN ON-RAMP. A BRIEF DISCUSSION CONCERNING THE EXPERIMENTAL VALIDATION OF THE VARIOUS ASSMPTIONS MADE IN THIS PAPER IS ALSO INCLUDED. /TR/

  • Supplemental Notes:
    • Vol 5, No 4, PP 241-255, 8 FIG, 9 REF
  • Authors:
    • Munjal, P K
    • Pipes, L A
  • Publication Date: 1971-12

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00226215
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Feb 24 1972 12:00AM