90-XX OPERATIONS RESEARCH, MATHEMATICAL PROGRAMMING
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We propose a model for the integrated optimization of vehicle
rotations and vehicle compositions in long distance railway passenger
transport. The main contribution of the paper is a hypergraph model
that is able to handle the challenging technical requirements as
well as very general stipulations with respect to the ``regularity''
of a schedule. The hypergraph model directly generalizes network
flow models, replacing arcs with hyperarcs. Although NP-hard in
general, the model is computationally well-behaved in practice. High
quality solutions can be produced in reasonable time using high
performance Integer Programming techniques, in particular, column
generation and rapid branching. We show that, in this way,
large-scale real world instances of our cooperation partner DB
Fernverkehr can be solved.
The steel mill slab design problem from the CSPLIB is a combinatorial
optimization problem motivated by an application of the steel industry. It
has been widely studied in the constraint programming community. Several
methods were proposed to solve this problem. A steel mill slab library was
created which contains 380 instances. A closely related binpacking problem
called the multiple knapsack problem with color constraints, originated
from the same industrial problem, was discussed in the integer programming
community. In particular, a simple integer program for this problem has
been given by Forrest et al. The aim of this paper is to bring these
different studies together. Moreover, we adapt the model of Forrest et
al. for the steel mill slab design problem. Using this model and a
state-of-the-art integer program solver all instances of the steel mill
slab library can be solved efficiently to optimality. We improved,
thereby, the solution values of 76 instances compared to previous results.
Finally, we consider a recently introduced variant of the steel mill slab
design problem, where within all solutions which minimize the leftover one
is interested in a solution which requires a minimum number of slabs. For
that variant we introduce two approaches and solve all instances of the
steel mill slab library with this slightly changed objective function to
optimality.
Today the railway timetabling process and the track allocation
is one of the most challenging problems to solve by a railway infrastructure provider.
Especially due to the deregulation of the transport market in the recent years several
suppliers of railway traffic have entered the market. This leads to an increase of slot requests
and then it is natural that conflicts occur among them.
Furthermore, railway infrastructure networks consist of very expensive assets, even more
they are rigid due to the long-term upgrade process.
In order to make best use of these valuable infrastructure and to ensure economic operation,
efficient planning of the railway operation is indispensable.
Mathematical optimization models and algorithmic methodology can help
to automatize and tackle these challenges.
Our contribution in this paper is to present a renewed planning process
due to the liberalization in Europe and a general framework to
support the integration of simulation and optimization for
railway capacity allocation.
This paper provides a highly integrated solution approach for rolling stock
planning problems in the context of intercity passenger traffic. The main
contributions are a generic hypergraph based mixed integer programming
model and an integrated algorithm for the considered rolling stock rotation
planning problem. The new developed approach is able to handle a very large
set of industrial railway requirements, such as vehicle composition,
maintenance constraints, infrastructure capacity, and regularity aspects.
By the integration of this large bundle of technical railway aspects, we show
that our approach has the power to produce implementable rolling stock
rotations for our industrial cooperation partner DB Fernverkehr.
This is the first time that the rolling stock rotations at DB Fernverkehr
could be optimized by an automated system utilizing advanced mathematical
programming techniques.
This thesis is about mathematical optimization for the efficient use of railway infrastructure. We address the
optimal allocation of the available railway track capacity - the track allocation problem.
This track allocation problem is a major challenge for a railway company, independent of
whether a free market, a private monopoly, or a public monopoly is given.
Planning and operating railway transportation systems is extremely hard due
to the combinatorial complexity of the underlying discrete optimization problems,
the technical intricacies, and the immense sizes of the problem instances. Mathematical models and optimization
techniques can result in huge gains for both railway customers and operators, e.g.,
in terms of cost reductions or service quality improvements.
We tackle this challenge by developing novel mathematical models and associated innovative algorithmic
solution methods for large scale instances. This allows us to produce for the first time reliable
solutions for a real world instance, i.e., the Simplon corridor in Switzerland.
The opening chapter gives a comprehensive overview on railway planning problems.
This provides insights into the regulatory and technical framework,
it discusses the interaction of several planning steps, and identifies optimization potentials in
railway transportation. The remainder of the thesis is comprised of two major parts.
The first part is concerned with modeling railway systems to allow for resource and capacity analysis.
Railway capacity has basically two dimensions, a space dimension which are the physical
infrastructure elements as well as a time dimension that refers to the train movements, i.e.,
occupation or blocking times, on the physical infrastructure. Railway safety systems operate
on the same principle all over the world. A train has to reserve infrastructure blocks for some time to pass through.
Two trains reserving the same block of the infrastructure within the same point in time is called block conflict.
Therefore, models for railway capacity involve the definition
and calculation of reasonable running and associated reservation and
blocking times to allow for a conflict free allocation.
In the second and main part of the thesis, the optimal track
allocation problem for macroscopic models of the railway system is considered.
The literature for related problems is surveyed.
A graph-theoretic model for the track allocation problem is
developed. In that model optimal track allocations correspond to
conflict-free paths in special time-expanded graphs.
Furthermore, we made considerable progress on solving track allocation problems by two
main features - a novel modeling approach for the macroscopic track
allocation problem and algorithmic improvements based on the
utilization of the bundle method.
Finally, we go back to practice and present in the last chapter several case
studies using the tools netcast and tsopt.
We provide a computational comparison of
our new models and standard packing models used in the literature.
Our computational experience indicates that our approach, i.e.,
``configuration models'', outperforms other models. Moreover, the rapid branching
heuristic and the bundle method enable us to produce high quality solutions for very large scale
instances, which has not been possible before.
In addition, we present results for a theoretical and rather visionary auction framework
for track allocation. We discuss several auction design questions and analyze experiments of
various auction simulations.
The highlights are results for the Simplon corridor in Switzerland.
We optimized the train traffic through this tunnel using our models and
software tools.
To the best knowledge of the author and confirmed by several railway
practitioners this was the first time that fully automatically produced
track allocations on a macroscopic scale fulfill the requirements
of the originating microscopic model, withstand the evaluation in the
microscopic simulation tool OpenTrack, and exploit the infrastructure capacity.
This documents the success of our approach in practice and the usefulness
and applicability of mathematical optimization to railway track allocation.
Railway Track Allocation
(2012)
This article gives an overview of the results of the author's PhD thesis. The thesis deals with the
mathematical optimization for the efficient use of
railway infrastructure. We address the optimal allocation of the available
railway track capacity - the track allocation problem. This track allocation
problem is a major challenge for a railway company, independent of whether
a free market, a private monopoly, or a public monopoly is given. Planning
and operating railway transportation systems is extremely hard due to the
combinatorial complexity of the underlying discrete optimization problems,
the technical intricacies, and the immense sizes of the problem instances.
Mathematical models and optimization techniques can result in huge gains
for both railway customers and operators, e.g., in terms of cost reductions or
service quality improvements. We tackle this challenge by developing novel
mathematical models and associated innovative algorithmic solution methods
for large scale instances. We made considerable progress on solving track
allocation problems by two main features - a novel modeling approach for the
macroscopic track allocation problem and algorithmic improvements based on the
utilization of the bundle method. This allows us to produce for the first time reliable solutions for a real world instance, i.e., the Simplon corridor in Switzerland.
We consider the following freight train routing problem (FTRP). Given is a
transportation network with fixed routes for passenger trains and a
set of freight trains (requests), each defined by an origin and
destination station pair. The objective is to calculate a feasible
route for each freight train such that a sum of all expected delays and
all running times is minimal. Previous research concentrated on
microscopic train routings for junctions or inside major stations. Only
recently approaches were developed to tackle larger corridors or even
networks. We investigate the routing problem from a strategic
perspective, calculating the routes in a macroscopic transportation
network of Deutsche Bahn AG. Here macroscopic refers to an aggregation of
complex real-world structures are into fewer network elements. Moreover, the
departure and arrival times of freight trains are approximated.
The problem has a strategic
character since it asks only for a coarse routing through the network
without the precise timings. We give a mixed-integer nonlinear programming~(MINLP)
formulation for FTRP, which is a multi-commodity flow model on a time-expanded
graph with additional routing constraints. The model's nonlinearities are due to
an algebraic approximation of the delays of the trains on the arcs of
the network
by capacity restraint functions. The MINLP is reduced to a mixed-integer linear model~(MILP)
by piecewise linear approximation. The latter is solved by a state of the art MILP solver for various real-world test instances.
A common technique in the solution of large or complex optimization problems is the use of micro-macro transformations. In this paper, we carry out a theoretical analysis of such transformations for the track allocation problem in railway networks. We prove that the cumulative rounding technique of Schlechte et al. satisfies two of three natural optimality criteria and that this performance cannot be improved. We also show that under extreme circumstances, this technique can perform inconvieniently by underestimating the global optimal value.
The Rolling Stock Rotation Problem is to schedule rail vehicles in order to cover timetabled trips by a cost optimal set of vehicle rotations. The problem integrates several facets of railway optimization, i.e., vehicle composition, maintenance constraints, and regularity aspects.
In industrial applications existing schedules often have to be re-optimized to integrate timetable changes or construction sites.
We present an integrated modeling and algorithmic approach for this task as well as computational results for industrial problem instances of DB Fernverkehr AG.
Two fundamental mathematical formulations for railway timetabling are compared on a common set of sample problems, representing both multiple track high density services in Europe and single track bidirectional operations in North America. One formulation, ACP, enforces against conflicts by constraining time intervals between trains, while the other formulation, HGF, monitors physical occupation of controlled track segments. The results demonstrate that both ACP and HGF return comparable solutions in the aggregate, with some significant differences in select instances, and a pattern of significant differences in performance and constraint enforcement overall.