The automated highway systems (AHS) are not designed as stand-alone transpo
rtation facilities. Drivers will by necessity drive from their origins to t
he AHS entrance, and from the AHS exit to their final destinations. Therefo
re, the AHS will affect other transportation facilities, and should be inte
grated with all other facilities in the transportation system. Interfaces c
reate much of the congestion for today's transportation systems. Likewise,
AHS interfaces may cause a similar problem, due to either AHS interactions
with conventional systems or internal limitations from AHS merging capabili
ties. If these problems exist, either the AHS or the conventional road netw
ork cannot function properly. Consequently, the system as a whole may break
down and the AHS could potentially become a detriment to the overall trans
portation system.
Clearly, not enough is known about the automated merging process to determi
ne what conditions would lead to congestion at interface points. The curren
t macroscopic analysis techniques assume parameters that are not applicable
to an AHS, and no detailed AHS merging models have been developed and vali
dated. This paper addresses the interface problem between an AHS, and conve
ntional roadway. Specifically, it presents a microscopic simulation model f
or one scenario of the automated merging maneuver. The results of the model
show that for low flows and conventional highway speeds, an one-lane AHS m
erging section with a dedicated automated entrance ramp has many similar ch
aracteristics as a two-lane conventional freeway with or without fixed-time
ramp metering. However, when the conventional freeway starts to "break dow
n" near its capacity, the AHS continues to perform with little delay. The m
odel also validates that the minimum ramp length requirements are a functio
n of the merging vehicle's speed, the mainline vehicles' speed, and the acc
eleration and deceleration rates of the merging vehicle. (C) 2000 Elsevier
Science Ltd. All rights reserved.