This document compares railway systems in North America and Europe and discusses how their differences impact optimization models for railway freight planning. Key differences include higher fixed costs and lower train capacities in Europe due to shared tracks with passenger rail. As a result, European models must balance transportation and consolidation costs more, focusing on high train utilization rather than individual car routes. The document argues that Europe could benefit from concepts like decentralized planning used in North America but models need to reflect Europe's unique circumstances. Abolishing the "pure strategy" requirement in European models may increase flexibility and efficiency.
A New Paradigm in User Equilibrium-Application in Managed Lane PricingCSCJournals
Ineffective use of the High-Occupancy-Vehicle (HOV) lanes has the potential to decrease the overall roadway throughput during peak periods. Excess capacity in HOV lanes during peak periods can be made available to other types of vehicles, including single occupancy vehicles (SOV) for a price (toll). Such dual use lanes are known as “Managed Lanes.” The main purpose of this research is to propose a new paradigm in user equilibrium to predict the travel demand for determining the optimal fare policy for managed lane facilities. Depending on their value of time, motorists may choose to travel on Managed Lanes (ML) or General Purpose Lanes (GPL). In this study, the features in the software called Toll Pricing Modeler version 4.3 (TPM-4.3) are described. TPM-4.3 is developed based on this new user equilibrium concept and utilizes it to examine various operating scenarios. The software has two built-in operating objective options: 1) what would the ML operating speed be for a specified SOV toll, or 2) what should the SOV toll be for a desired minimum ML operating speed. A number of pricing policy scenarios are developed and examined on the proposed managed lane segment on Interstate 30 (I-30) in Grand Prairie, Texas. The software provides quantitative estimates of various factors including toll revenue, emissions and system performance such as person movement and traffic speed on managed and general purpose lanes. Overall, among the scenarios examined, higher toll rates tend to generate higher toll revenues, reduce overall CO and NOx emissions, and shift demand to general purpose lanes. On the other hand, HOV preferential treatments at any given toll level tend to reduce toll revenue, have no impact on or reduce system performance on managed lanes, and increase CO and NOx emissions.
A macroscopic traffic model based on the Markov chain process is developed for urban traffic networks. The method utilizes existing census data rather than measurements of traffic to create parameters for the model. Four versions of the model are applied to the Philadelphia regional highway network and evaluated based on their ability to predict segments of highway that possess heavy traffic.
A New Paradigm in User Equilibrium-Application in Managed Lane PricingCSCJournals
Ineffective use of the High-Occupancy-Vehicle (HOV) lanes has the potential to decrease the overall roadway throughput during peak periods. Excess capacity in HOV lanes during peak periods can be made available to other types of vehicles, including single occupancy vehicles (SOV) for a price (toll). Such dual use lanes are known as “Managed Lanes.” The main purpose of this research is to propose a new paradigm in user equilibrium to predict the travel demand for determining the optimal fare policy for managed lane facilities. Depending on their value of time, motorists may choose to travel on Managed Lanes (ML) or General Purpose Lanes (GPL). In this study, the features in the software called Toll Pricing Modeler version 4.3 (TPM-4.3) are described. TPM-4.3 is developed based on this new user equilibrium concept and utilizes it to examine various operating scenarios. The software has two built-in operating objective options: 1) what would the ML operating speed be for a specified SOV toll, or 2) what should the SOV toll be for a desired minimum ML operating speed. A number of pricing policy scenarios are developed and examined on the proposed managed lane segment on Interstate 30 (I-30) in Grand Prairie, Texas. The software provides quantitative estimates of various factors including toll revenue, emissions and system performance such as person movement and traffic speed on managed and general purpose lanes. Overall, among the scenarios examined, higher toll rates tend to generate higher toll revenues, reduce overall CO and NOx emissions, and shift demand to general purpose lanes. On the other hand, HOV preferential treatments at any given toll level tend to reduce toll revenue, have no impact on or reduce system performance on managed lanes, and increase CO and NOx emissions.
A macroscopic traffic model based on the Markov chain process is developed for urban traffic networks. The method utilizes existing census data rather than measurements of traffic to create parameters for the model. Four versions of the model are applied to the Philadelphia regional highway network and evaluated based on their ability to predict segments of highway that possess heavy traffic.
Better efficiency of the air transport system of a country at the national level, especially in terms of its
capacity to generate value for passenger flow and cargo transport, effectively depends on the identification of
the demand generation potential of each hub for this type of service. This requires the mapping of the passenger
flow and volume of cargo transport of each region served by the system and the number of connections. The
main goal of this study was to identify important factors that account for the great variability (demand) of
regional hubsof the airport modal system in operation in the State of São Paulo, the most populated and
industrialized in the Southeast region in Brazil. For this purpose, datasets for each airport related to passengers
or cargo flow were obtained from time series data in the period ranging from January 01, 2008 to December
31, 2014. Different data analysis approaches could imply in better mapping of the flow of the air modal system
from the evaluation of some factors related to operations/volume. Therefore, different statistical models - such
as multiple linear regression with normal errors and new stochastic volatility (SV) models - are introduced in
this study, to provide a better view of the operation system in the four main regional hubs, within a large group
of 32 airports reported in the dataset.
Modeling Truck Movements: A Comparison between the Quick Response Freight Man...inventionjournals
In recent years, with a growing realization of the important impacts of truck traffic on the economy as well as urban congestion and pollution levels, there is a keen interest in modeling truck movements with greater accuracy, robustness, and detail. This paper examines two different approaches for explicitly including truck trips into travel demand forecasting models. The approaches considered are (a) the truck modeling methodology published in the Quick Response Freight Manual (QRFM) and (b) an emerging truck tour-based approach. In this paper, the two approaches are demonstrated and compared using the Birmingham, AL region as a case study and statistical analyses are conducted to evaluate the level of accuracy of both approaches. The results demonstrate that the model using tour-based approach performs better than the one based on the QRFM approach with respect to model accuracy, when compared to field data from the study area. However, the tourbased approach requires a comprehensive data collection and processing effort, whereas the QRFM approach uses the publicly available data such as household and employment data. The decision on the best approach for adoption should be made on a case-by-case basis after considering the tradeoffs between accuracy and data availability and processing requirements. Overall, the findings from this study can be used to support the development of efficient freight truck modeling applications for the Birmingham region. Moreover, lessons learned from the Birmingham case study provide valuable insights that can guide freight modeling efforts of planning agencies in other medium sized communities in the future
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
INTELLIGENT TRANSPORTATION SYSTEM BASED TRAFFIC CONGESTION MODELLING FOR URBA...civej
This study attempts to make use of traffic behaviour on the aggregate level to estimate congestion on urban arterial and sub-arterial roads of a city exhibiting heterogeneous traffic conditions by breaking the route into independent segments and approximating the origin-destination based traffic flow behaviour of the segments. The expected travel time in making a trip is modelled against sectional traffic characteristics (flow and speed) at origin and destination points of road segments, and roadway and segment traffic characteristics such as diversion routes are also tried in accounting for travel time. Predicted travel time is then used along with free flow time to determine the state of congestion on the segments using a congestion
index (CI). A development of this kind may help in understanding traffic and congestion behaviour practically using easily accessible inputs, limited only to the nodes, and help in improving road network planning and management.
Tr b (2012) user rationality and optimal park-and-ride locationCarlos Rios
Es un articulo de investigación muy interesante sobre park and ride o integración entre el transporte privado representado por el automovil y el transporte público representado por sistemas de BRT (Bus Rapid Transit), LRT (Light Rail Train) o HRT (Heavy Rail Train).
A Framework for Traffic Planning and Forecasting using Micro-Simulation Calib...ITIIIndustries
This paper presents the application of microsimulation for traffic planning and forecasting, and proposes a new framework to model complex traffic conditions by calibrating and adjusting traffic parameters of a microsimulation model. By using an open source micro-simulator package, TRANSIMS, in this study, animated and numerical results were produced and analysed. The framework of traffic model calibration was evaluated for its usefulness and practicality. Finally, we discuss future applications such as providing end users with real time traffic information through Intelligent Transport System (ITS) integration.
Application of a Markov chain traffic model to the Greater Philadelphia RegionJoseph Reiter
A macroscopic traffic model based on the Markov chain process is developed for urban traffic networks. The method utilizes existing census data rather than measurements of traffic to create parameters for the model. Four versions of the model are applied to the Philadelphia regional highway network and evaluated based on their ability to predict segments of highway that possess heavy traffic.
Accessibility Analysis and Modeling in Public Transport Networks - A Raster b...Beniamino Murgante
Accessibility Analysis and Modeling in Public Transport Networks - A
Raster based Approach
Morten Fuglsang, - National Environmental Research Institute, Aarhus
University and Aalborg University Copenhagen
Henning Sten Hansen - Aalborg University Copenhagen
Bernd Münier - National Environmental Research Institute, Aarhus University
Better efficiency of the air transport system of a country at the national level, especially in terms of its
capacity to generate value for passenger flow and cargo transport, effectively depends on the identification of
the demand generation potential of each hub for this type of service. This requires the mapping of the passenger
flow and volume of cargo transport of each region served by the system and the number of connections. The
main goal of this study was to identify important factors that account for the great variability (demand) of
regional hubsof the airport modal system in operation in the State of São Paulo, the most populated and
industrialized in the Southeast region in Brazil. For this purpose, datasets for each airport related to passengers
or cargo flow were obtained from time series data in the period ranging from January 01, 2008 to December
31, 2014. Different data analysis approaches could imply in better mapping of the flow of the air modal system
from the evaluation of some factors related to operations/volume. Therefore, different statistical models - such
as multiple linear regression with normal errors and new stochastic volatility (SV) models - are introduced in
this study, to provide a better view of the operation system in the four main regional hubs, within a large group
of 32 airports reported in the dataset.
Modeling Truck Movements: A Comparison between the Quick Response Freight Man...inventionjournals
In recent years, with a growing realization of the important impacts of truck traffic on the economy as well as urban congestion and pollution levels, there is a keen interest in modeling truck movements with greater accuracy, robustness, and detail. This paper examines two different approaches for explicitly including truck trips into travel demand forecasting models. The approaches considered are (a) the truck modeling methodology published in the Quick Response Freight Manual (QRFM) and (b) an emerging truck tour-based approach. In this paper, the two approaches are demonstrated and compared using the Birmingham, AL region as a case study and statistical analyses are conducted to evaluate the level of accuracy of both approaches. The results demonstrate that the model using tour-based approach performs better than the one based on the QRFM approach with respect to model accuracy, when compared to field data from the study area. However, the tourbased approach requires a comprehensive data collection and processing effort, whereas the QRFM approach uses the publicly available data such as household and employment data. The decision on the best approach for adoption should be made on a case-by-case basis after considering the tradeoffs between accuracy and data availability and processing requirements. Overall, the findings from this study can be used to support the development of efficient freight truck modeling applications for the Birmingham region. Moreover, lessons learned from the Birmingham case study provide valuable insights that can guide freight modeling efforts of planning agencies in other medium sized communities in the future
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
INTELLIGENT TRANSPORTATION SYSTEM BASED TRAFFIC CONGESTION MODELLING FOR URBA...civej
This study attempts to make use of traffic behaviour on the aggregate level to estimate congestion on urban arterial and sub-arterial roads of a city exhibiting heterogeneous traffic conditions by breaking the route into independent segments and approximating the origin-destination based traffic flow behaviour of the segments. The expected travel time in making a trip is modelled against sectional traffic characteristics (flow and speed) at origin and destination points of road segments, and roadway and segment traffic characteristics such as diversion routes are also tried in accounting for travel time. Predicted travel time is then used along with free flow time to determine the state of congestion on the segments using a congestion
index (CI). A development of this kind may help in understanding traffic and congestion behaviour practically using easily accessible inputs, limited only to the nodes, and help in improving road network planning and management.
Tr b (2012) user rationality and optimal park-and-ride locationCarlos Rios
Es un articulo de investigación muy interesante sobre park and ride o integración entre el transporte privado representado por el automovil y el transporte público representado por sistemas de BRT (Bus Rapid Transit), LRT (Light Rail Train) o HRT (Heavy Rail Train).
A Framework for Traffic Planning and Forecasting using Micro-Simulation Calib...ITIIIndustries
This paper presents the application of microsimulation for traffic planning and forecasting, and proposes a new framework to model complex traffic conditions by calibrating and adjusting traffic parameters of a microsimulation model. By using an open source micro-simulator package, TRANSIMS, in this study, animated and numerical results were produced and analysed. The framework of traffic model calibration was evaluated for its usefulness and practicality. Finally, we discuss future applications such as providing end users with real time traffic information through Intelligent Transport System (ITS) integration.
Application of a Markov chain traffic model to the Greater Philadelphia RegionJoseph Reiter
A macroscopic traffic model based on the Markov chain process is developed for urban traffic networks. The method utilizes existing census data rather than measurements of traffic to create parameters for the model. Four versions of the model are applied to the Philadelphia regional highway network and evaluated based on their ability to predict segments of highway that possess heavy traffic.
Accessibility Analysis and Modeling in Public Transport Networks - A Raster b...Beniamino Murgante
Accessibility Analysis and Modeling in Public Transport Networks - A
Raster based Approach
Morten Fuglsang, - National Environmental Research Institute, Aarhus
University and Aalborg University Copenhagen
Henning Sten Hansen - Aalborg University Copenhagen
Bernd Münier - National Environmental Research Institute, Aarhus University
The International Journal of Engineering & Science is aimed at providing a platform for researchers, engineers, scientists, or educators to publish their original research results, to exchange new ideas, to disseminate information in innovative designs, engineering experiences and technological skills. It is also the Journal's objective to promote engineering and technology education. All papers submitted to the Journal will be blind peer-reviewed. Only original articles will be published.
The papers for publication in The International Journal of Engineering& Science are selected through rigorous peer reviews to ensure originality, timeliness, relevance, and readability.
Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
Hierarchical Digital Twin of a Naval Power SystemKerry Sado
A hierarchical digital twin of a Naval DC power system has been developed and experimentally verified. Similar to other state-of-the-art digital twins, this technology creates a digital replica of the physical system executed in real-time or faster, which can modify hardware controls. However, its advantage stems from distributing computational efforts by utilizing a hierarchical structure composed of lower-level digital twin blocks and a higher-level system digital twin. Each digital twin block is associated with a physical subsystem of the hardware and communicates with a singular system digital twin, which creates a system-level response. By extracting information from each level of the hierarchy, power system controls of the hardware were reconfigured autonomously. This hierarchical digital twin development offers several advantages over other digital twins, particularly in the field of naval power systems. The hierarchical structure allows for greater computational efficiency and scalability while the ability to autonomously reconfigure hardware controls offers increased flexibility and responsiveness. The hierarchical decomposition and models utilized were well aligned with the physical twin, as indicated by the maximum deviations between the developed digital twin hierarchy and the hardware.
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
We have compiled the most important slides from each speaker's presentation. This year’s compilation, available for free, captures the key insights and contributions shared during the DfMAy 2024 conference.
Saudi Arabia stands as a titan in the global energy landscape, renowned for its abundant oil and gas resources. It's the largest exporter of petroleum and holds some of the world's most significant reserves. Let's delve into the top 10 oil and gas projects shaping Saudi Arabia's energy future in 2024.
Top 10 Oil and Gas Projects in Saudi Arabia 2024.pdf
A comparison of_north_american_and_european_railwa
1. See discussions, stats, and author profiles for this publication at: https://www.researchgate.net/publication/257787601
A comparison of North American and European railway systems
Article in European Transport Research Review · September 2013
DOI: 10.1007/s12544-013-0090-4
CITATIONS
16
READS
1,150
2 authors:
Some of the authors of this publication are also working on these related projects:
Simulation Notes Europe, Volume 27(2), June 2017 View project
Urban Factory View project
Uwe Clausen
Technische Universität Dortmund
154 PUBLICATIONS 642 CITATIONS
SEE PROFILE
Robert Voll
Technische Universität Dortmund
5 PUBLICATIONS 22 CITATIONS
SEE PROFILE
All content following this page was uploaded by Uwe Clausen on 30 September 2014.
The user has requested enhancement of the downloaded file.
3. Eur. Transp. Res. Rev.
Section 2 provides information about planning processes
in wagonload traffic in general, followed by a survey with
annotations in Section 3. Section 4 deals with infrastructural
and conceptional differences between North American and
European Railroad traffic. At last, we formulate our conclu-
sions about European railroad models, which are the main
contribution of this paper.
2 Railroad planning problems
We focus on planning problems arising from wagonload
traffic, which functions as follows: A customer wants to
transport a small group of wagons from A to B by train. The
number of wagons is too small to justify direct transport.
Therefore, it is necessary to bundle them with wagons from
other origin-destination-pairs (relations) for certain parts
of their routes. Trains can be separated and sorted to
new trains in classification and marshalling yards which
are distributed all over the railway network. The sort-
ing process (called reclassification) is very expensive and
time-consuming. Hence, it is necessary to balance reclas-
sifications and transport distance. Transport costs per kilo-
meter depend on several factors, e.g., personnel, energy and
infrastructural costs.
Several aspects of wagonload traffic have to be man-
aged by railway operators. According to Assad [2],
they are usually categorized into three time horizons:
strategic, tactical and operational decisions. The strategic
decisions are mainly infrastructural decisions like yard
allocation or building new tracks. The tactical horizon
deals with the composition of wagons to trains, routing
of aggregated wagon flows and mid-term personnel plan-
ning. Timetabling, track and locomotive scheduling, empty
car distribution and yard control belong to the opera-
tional decisions in railroad freight traffic. The planning
steps are often arranged hierarchically. Nevertheless, there
are examples for integrated planning approaches, e.g. by
Zhu et al. in [15].
We will focus on a certain tactical planning problem in
this paper, which can be characterized as follows: A railroad
network with capacities, a list of origin-destination-requests
and a cost function for the system-wide costs are given. The
question is, how wagon flows shall be routed through the
network minimizing the total costs. The problem is often
referred to as the Blocking Problem.
3 Survey on railway models
This section will summarize scientific literature about
the Blocking Problem, which was defined above. Our sur-
vey differs from former surveys about this field of research,
like e.g., by Toth and Vigo [7], because it stresses cer-
tain aspects that will be necessary for our comparison
of North American and European planning problems in
railway freight traffic.
Railroad networks can be modelled as directed graphs.
The network nodes mark stations or yards in the physi-
cal network, while arcs represent the railway connections
between them. This modelling approach is the base of all
models presented in this section.
We listed typical constraints of the considered problem
in Table 1. The objective functions of the models are dis-
cussed below. The property ’split table’ is marked if the
model allows to split the wagonflow of particular rela-
tions and send its wagons along more than one path to its
destination. The so called consolidation effect, which was
already described by Assad [2], Fuegenschuh [9] and Voll
[14] is denoted in the second row. It will turn out to be
a key aspect in our comparison of North American and
European models. ‘Time limit’ means a constraint restrict-
ing the maximal travel time for each wagon. ‘Maximal block
lengths’ and ‘maximal block weights’ are self-explaining.
The ‘arc capacity’ is a restriction either on the number of
wagons or the number of trains on an arc. The last con-
straint type mentioned is ‘pure strategy’. This is a special
condition which is used, e.g., in German railroad traffic.
It forces wagons with the same destination which meet
each other in a node to use a common route for the
rest of their journey. It is equivalent to the condition that
there is exactly one path from each node to a particular
sink node.
Moreover, all models contain constraints concerning
classification limits for each node. They are measured in the
number of cars than can be handled or the number of outgo-
ing blocks which can be set up per time unit, respectively.
Flow conservation laws are included in each model. They
are necessary to fulfill all requests.
The lower part of Table 1 summarizes the cost terms
incorporated in the objective function. Mostly, the mod-
els consider either car costs or train costs. This structural
detail is important for our later argumentation. The appear-
ance of train cost terms in the objective function strongly
correlates with the consolidation property of the model.
Furthermore, there are some other cost terms used in some
of the models. All objective functions contain reclassifi-
cation costs. Moreover, Bodin [4] and Keaton [10] model
delay costs by non-linear terms. They assume that reclas-
sification time and costs must take into account conges-
tion effects inside the yards, i.e., handling-times per unit
increase with the number of wagons in the yard. This makes
the model more realistic, but results in a much higher
computational complexity. Large instances become hardly
treatable due to non-linearity. All other objective functions
are linear.
4. Eur. Transp. Res. Rev.
Table 1 Constraints included in models
Bodin [4] Assad [2] Keaton [10] Newton ** [11] Ahuja [1] Fuegenschuh [9] Voll [14]
Splittable x x x
Consolidation x x x x
Time limit * * x x
Max. block length x x x x
Max. block weight x x
Arc capacity x x x x
Pure strategy x x x
Train costs x x x x
Car costs x x x x x
Reclassification costs x x x x x x x
*penalized in objective function
**Barnhart et al. use the same model in [3]
4 Comparison of European and North American
railways
We will list infrastructural and organizational differences
between European and North American railway systems in
this section. We will focus on differences which tackle tac-
tical planning processes. A more general overview is given
by Posner [12].
Nearly all European railway networks are former or
current property of the national states. In spite of further
developing liberalization in Europe, railway infrastructure is
still held by public institutions in most European countries.
The liberalization enforced fair access to infrastructure for
all companies in the market. This resulted in a growing num-
ber of actors in the market and a higher internationalization
of the railway freight sector. In contrast, North American
railway networks always belonged to the rail freight opera-
tors, which are private organisations as well. Regularization
mainly took place in terms of rules for freight rates and
prohibition of customer discrimination in the USA. The
abolishment of this regularization resulted—in contrast to
Europe—in a strongly decreasing number of railroad com-
panies. Further information about liberalization, especially
in Europe, is given by Eisenkopf et al. [5].
As a result of the ownership structure concerning infras-
tructure, North America has separate rail networks for
freight traffic. In Europe, freight and passenger traffic share
the same networks. Moreover, passenger traffic is almost
always prioritized to freight traffic in Europe. Hence, freight
trains have only two possibilities. They can either be moved
at night, when passenger traffic is strongly reduced or they
have to draw aside onto bypass tracks when faster passen-
ger trains are going to overtake them. Since it is impossible
to execute the whole freight traffic at night, the lengths
of the bypass tracks automatically restrict train lengths
(e.g., to 630 m in Denmark and 700 m in Germany). The
impact of this policy is dramatic to freight traffic. While
North American trains do not have a certain length restric-
tion, European railroad companies suffer from low train
capacities and cannot benefit from economies of scale so
much. Moreover, European railway infrastructure usually
does not permit the application of doubledeck-trains. Hence,
train capacities are much lower in Europe. This affects the
price structure for rail transport. Average costs per ton kilo-
meter are ten times higher in Europe than in North America
[13]. Accordingly, European cost structures significantly
differ from North American ones. Due to higher prices
per ton kilometer, reclassifications have a relatively weaker
impact on total costs in Europe. The balance between
transportation and reclassification costs is influenced by
infrastructural and institutional circumstances. The result-
ing impacts on planning processes will be analyzed in the
next section.
5 Conclusions for planning processes
North American railroad companies are able to move wag-
ons through their networks much cheaper than European
ones can. We will analyze consequences for planning prob-
lems on the two continents in this section.
As already mentioned in the previous section, movement
costs have a lower share in the total costs in North America.
Accordingly, planning models created for American rail-
road traffic in the last decade by Ahuja [1], Newton [11] and
also Bodin [4] neglect train costs and calculate costs indi-
vidually for each car. The result of this decision is that car
routes are computed as a parallel constrained shortest paths
for all cars. If there were no restrictions on the yard and arc
capacities, all wagons would take their shortest path through
5. Eur. Transp. Res. Rev.
the network. This aspect strictly correlates with the absence
of the bundling effect described by Assad [2] and Voll [14].
Due to the cost structure in European railroad traffic, solu-
tions without bundling would cause enormous costs. Since
railways do not belong to the operator, they must be rented
for each usage. This results in large fix costs, which have
a share of up to 50 % in costs for running a train. Thus,
costs per trainkilometer do not depend significantly on the
degree of capacity utilization. Hence, models in which costs
are dominated by car costs do not reflect reality sufficiently
in Europe.
Nevertheless, European railroad deciders can learn a lot
from North America. Due to the comparatively high prices
per trainkilometer, European railroad companies see them-
selves confronted with enormous competition from road
transport. Distances between sender and receiver in Europe
are on average much shorter than in larger countries like the
USA, which cover more than twice the area of the whole
European Union. Shorter distances reduce the advantages of
railway compared to road transport unless special measures
are applied, as e.g., described by Clausen and Kochsiek
[6]. Consequently, European railroad companies suffer from
low margins from freight business. Especially wagonload
traffic with its low volumes is often not competitive.
Railway freight traffic and especially wagonload traffic
must be managed more efficiently in order to keep up its
importance in freight business.
The abolition of the aforementioned pure strategy includ-
ed in Bodin [4], Keaton [10] and Fuegenschuh [9] might
be a key to make European railroad systems more flexible
and more efficient. Pure strategy is often used because of
historical reasons. Work in the shunting yards used to be
easier to coordinate when wagon routes could be derived
from their destinations. This was an advantage in times
when decisions were made by hand. But nowadays more
and more work inside the yards is coordinated by software
support systems. Thus, reduction of human mistakes by an
easier planning system, i.e. pure strategy, is an outdated
strategy. According to the last arguments, we advance the
thesis that the pure strategy, which enforces a unique suc-
cessor node for relations with common destinations, should
be abolished in European railway planning processes.
European railway operators should learn from North
American production systems and customize existing ideas
to their own needs. New concepts adapting ideas and knowl-
edge from North American railroads are needed to prepare
the European railroad systems for the future.
6 Summary
In contrast to North America, European freight trains
have to share the railway tracks with passenger trains,
which are almost always preferred. This affects the price
structure for rail transports in Europe. We analyzed
a selection of optimization models for wagon flows.
We derived two thesises about the portability of North
American planning approaches. Firstly, European models
must provide a more balanced trade-off between trans-
portation and classification costs. Consideration of train
costs is essential. Otherwise, solutions found will not be
advantageous in reality. Secondly, it might be time to abol-
ish the old-fashioned pure strategy to make the planning
process more flexible. Due to further increasing demands
in the transport sector, railway must stay competitive to
other transport modes. There is a strong need for fur-
ther research in railway planning mechanisms which are
specialized for European requirements. Scientific develop-
ments and new technologies must be applied consequently
to ensure future success and competitiveness of railroad
freight traffic.
Acknowledgments The presented ideas mostly arised from the
project ‘Guided Planning-Tool For Car Grouping in Railroad Freight
Traffic” within the “Effiency Cluster Logistics Ruhr” (01IC10L26A)
funded by the German Federal Ministry of Education and Research
(BMBF) in cooperation with the DB Mobility Logistics AG.
Open Access This article is distributed under the terms of the
Creative Commons Attribution License which permits any use,
distribution and reproduction in any medium, provided the original
author(s) and source are credited.
References
1. Ahuja RK, Jha KC, Liu J (2007) Solving real-life railroad blocking
problems. Interfaces 37(5):404–419. doi:10.1287/inte.1070.0295
2. Assad A (1980) Modelling of rail networks: toward a rout-
ing/makeup model. Transp Res Part B: Methodol 14(12):101–
114
3. Barnhart C, Jin H, Vance P (2000) Railroad blocking: a network
design application. Oper Res 48(4):603–614
4. Bodin L, Golden B, Schuster AD, Romig W (1980) A model for
the blocking of trains. Transp Res Part B: Methodol 14(12):115–
120
5. Eisenkopf A, Kircher C, Jarzembowski G, Ludewig J,
Rothengatter W, McCullough G (2006) The liberalisation of rail
transport in the EU. Intereconomics 41(6):292–313
6. Clausen U, Kochsiek J (2008) Einbindung des Verkehrsträgers
Schiene in die Logistikketten. Der Eisenbahningenieur 59(6):48–
51
7. Cordeau JF, Toth P, Vigo D (1998) A survey of optimization
models for train routing and scheduling. Transp Sci 32(4):380–404
8. de Jong L, Markovic-Chenais S (2011) Press Release No. 18/2011.
UIC International Union of Railways, Paris
9. Fügenschuh A, Homfeld H, Schülldorf H (2009) Single car rout-
ing in rail freight transport. Dagstuhl Seminar Proceedings 09261,
Schloss Dagstuhl–Leibniz-Zentrum für Informatik, Deutschland
6. Eur. Transp. Res. Rev.
10. Keaton MH (1989) Designing optimal railroad operating plans:
lagrangian relaxation and heuristic approaches. Transp Res Part B:
Methodol 23(6):415–431
11. Newton HN (1996) Network design under budget constraints with
application to the railroad blocking problem. Dissertation. Auburn
University, Auburn
12. Posner III H (2008) Rail freight in the USA: lessons for continen-
tal Europe. CER Essay Series
13. Schade W, Doll C, Maibach M, Peter M, Crespo F, Carvalho D,
Caiado G, Conti M, Lilico A, Afraz N (2006) Analysis of the con-
tribution of transport policies to the competitiveness of the EU
economy and comparison with the United States: COMPETE final
report. Fraunhofer ISI, Karlsruhe
14. Voll R, Clausen U (2011) A blocking model with bundling
effects respecting multiple od-matrices. Proceedings of the 4th
International Conference on Experiemnts/Process/System Model-
ing/imulation/Optimization, Athens
15. Zhu E, Crainic T, Gendreau M (2011) Scheduled service net-
work design for freight rail transportation. CIRRELT publications,
Montreal
View publication stats
View publication stats