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Volume 2 - Volume 1
Volume 2
Authors: D. Lierkamp
Keywords: Tailgating; Headway; Following; Safety; Accident
The
effects of altering headways on a high flow freeway are multifarious.
Inadequate headways cause flow instability and accidents. Increasing
headways can reduce flow and induce jamming, making determining the
optimum headway difficult. Using a micro-simulation this article
determines the costs of implementing various headway treatment regimes
and compares these to the likely benefits resulting from accident
reduction. The most beneficial headway regime is then put forward. In
order to implement this treatment regime a roadside Intelligent
Transport System (ITS) following-distance advisory and enforcement
system is suggested. The system takes varying flow and weather
conditions into consideration before modifying the headways of drivers.
Authors: H.-K. Chen, S.-H. Lui, and C.-W. Chang
Keywords:
Variational Inequality; Link Capacity Constraint; First-in-first-out
Requirement; Dynamic User Equilibrium; Augmented Lagrangian Method
This
paper incorporates two side constraints, namely, the link capacity and
first-in-first-out (FIFO) constraints, into the dynamic user
equilibrium (DUE) problem. Although the link capacity constraint has
been addressed in the literature, its implications for the associated
multiple-valued dual variables have not been properly drawn out and,
thus, the matter is still subject to controversy. Since the dual
variables associated with any side constraint can hardly be realized as
true link queuing delays on the physical links, it is more appropriate
to regard them as shadow costs (or link toll levies) for avoiding
traffic congestion. Interpreting the dual variables as shadow costs (or
minimum tolls) reconciles, to a great extent, the arguments that might
accrue due to the multiple-valued dual variables. Moreover, this
approach implies that the feasible time-space networks used in the
first loop operations of the proposed nested diagonalization (ND)
method can only be constructed/updated according to the actual link
travel times, rather than by the generalized actual link travel times.
On the other hand, the FIFO constraint is unusual because it can be
activated only when the same physical links in two different time
intervals have positive flows. This unusual FIFO constraint is
tactically treated by introducing a set of new indicator variables to
identify the incidence relationships. The new indicator variables have
been incorporated into the equivalence proof between the equilibrium
conditions and the VI model, as well as the proposed ND method. The ND
method, embedding the augmented Lagrangian method (ALM), which is in
turn coupled with the path-based gradient projection (GP) algorithm, is
then demonstrated with a numerical example. The results show that the
corresponding dynamic generalized equilibrium conditions are satisfied,
since for each origin-destination pair and time interval, the
generalized route travel times incurred by the travelers on all used
paths are equal and minimal. Although the two side constraints have
been incorporated into the DUE problem and their physical meanings have
been interpreted in a more plausible way, the interactive effects
between these two side constraints are still unknown and, therefore,
require more in-depth sensitivity analysis in the future.
Authors: V. Sever and M. Sever
Keywords: Network Flows; Systems Dynamics; Transportation; Game Theory; Economics
In
the paper, we enhance the notion of user equilibrium of network flows
in a way to take account of group behaviour of network users. We
present some initial existence results for the enhanced equilibrium
notion and their implications for the equilibrium economics and
dynamics of transport markets.
Volume 1
Authors: M. Treiber and D. Helbing
Keywords:Traffic
State Visualization; Incident Detection; Adaptive Smoothing; Nonlinear
Lowpass Filter; Reconstruction of Incomplete Data; Traffic Forecast.
We
present a new method to obtain spatio-temporal information from
aggregated data of stationary traffic detectors, the ``adaptive
smoothing method''. In essential, a nonlinear spatio-temporal lowpass
filter is applied to the input detector data. This filter exploits the
fact that, in congested traffic, perturbations travel upstream at a
near-constant speed, while in free traffic, information propagates
downstream. As a result, one obtains velocity, flow, or other traffic
variables as smooth functions of space and time. Applications include
traffic-state visualization, reconstruction of traffic situations from
incomplete information, fast identification of traffic breakdowns
(e.g., in incident detection), and experimental verification of traffic
models, and even a short-term traffic forecast.
We apply the adaptive smoothing method to observed congestion patterns
on several German freeways. It manages to make sense out of data where
conventional visualization techniques fail. By ignoring up to 65 % of
the detectors and applying the method to the reduced data set, we show
that the results are robust. The method works well if the distances
between neighbouring detector cross sections do not exceed 3 km.
Authors: D. Helbing and M. Treiber
Keywords:
Synchronized Flow; Measurement Problems; Wide Scattering and
Interpretation of Aggregate Traffic Data; Correlations of Macroscopic
Variables; Phase Diagram of Congested Traffic States.
We
critically discuss the concept of "synchronized flow" from a
historical, empirical, and theoretical perspective. Problems related to
the measurement of vehicle data are highlighted, and questionable
interpretations are identified. Moreover, we propose a quantitative and
consistent theory of the empirical findings based on a phase diagram of
congested traffic states, which is universal for all conventional
traffic models having the same instability diagram and a fundamental
diagram. New empirical and simulation data supporting this approach are
presented as well.
Authors: J. C. Muņoz and C. F. Daganzo
Keywords: Freeway Monitoring; Data processing; Oblique Plots; Cumulative Plots.
An
extension of the Cassidy-Windower diagrams of rescaled cumulative
counts is proposed. This new tool allows an even more detailed analysis
of traffic data. With it, one can identify individual vehicle groups
and even detect and diagnose unusual disturbances. An example based on
real data is presented.
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