Research Article
Nov 1967

Optimal Allocation Of Trips To A Street Network

Publication: Journal of the Highway Division
Volume 93, Issue 2

Abstract

A discrete version of the maximum principle is applied to a multi-copy traffic assignment problem. This technique allows the use of nonlinear travel time-traffic volume relationships which are considered to be more realistic than the constant travel time relationship now generally used. The technique is demonstrated through the use of a prototype urban street and freeway network. The technique produces realistic results that achieve near minimal overall travel time on the network.

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Published In

Journal of the Highway Division
Volume 93Issue 2November 1967
Pages: 95 - 113

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Published in print: Nov 1967
Published online: Feb 6, 2021

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Monroe L. Funk, AM.ASCE
Asst. Prof. of Civ. Engrg., Kansas State Univ., Manhattan, Kans.
Robert R. Snell, AM.ASCE
Assoc. Prof. of Civ. Engrg., Kansas State Univ., Manhattan, Kans.
Jack B. Blackburn, M.ASCE
Dept. Head, Dept. of Civ. Engrg., Kansas State Univ., Manhattan, Kans.

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