Dynamic origin-destination tables help in on-line control of traffic f
acilities and, consequently, are of significant use in alleviating tra
ffic congestion. Such tables find useful applications in the contexts
of Advanced Traffic Management Systems and Advanced Traveler Informati
on Systems. This paper considers the estimation of split parameters th
at prescribe an origin-destination trip-table based on dynamic informa
tion regarding entering and exiting traffic volumes through an interse
ction or a small freeway segment. Two models are developed and motivat
ed for this problem, one based on a least-squares estimation approach
and the other based on a least absolute norm approach. Both models enh
ance existing dynamic origin-destination trip-table estimation models
in that they also consider freeway segments having differing time-depe
ndent transfer lags between different pairs of entrances and exits. A
projected conjugate gradient scheme is employed for solving the constr
ained least-squares problem and is compared against a standard commerc
ial software. The least absolute norm estimation problem is posed as a
linear programming problem and is also solved using a commercial soft
ware for the sake of comparison. Computational results are presented o
n a set of test problems using synthetic as well as realistic simulate
d data, involving the determination of origin-destination trip tables
for both intersection and freeway scenarios, in order to demonstrate t
he viability of the proposed methods. These results exhibit that, unli
ke as reported in the literature based on previous efforts, properly d
esigned parameter optimization methods can indeed provide accurate est
imates in a real-time implementation framework. Hence, these methods p
rovide competitive alternatives to the iterative statistical technique
s that have been heretofore used because of their real-time processing
capabilities, despite their inherent inaccuracies. (C) 1997 Elsevier
Science Ltd.