Impact of the Operation and Infrastructure Parameters to the Railway Track Capacity
The railway transport is considered as a one of the
most environmentally friendly mode of transport. With future
prediction of increasing of freight transport there are lines facing
problems with demanded capacity. Increase of the track capacity
could be achieved by infrastructure constructive adjustments. The
contribution shows how the travel time can be minimized and the
track capacity increased by changing some of the basic infrastructure
and operation parameters, for example, the minimal curve radius of
the track, the number of tracks, or the usable track length at stations.
Calculation of the necessary parameter changes is based on the
fundamental physical laws applied to the train movement, and
calculation of the occupation time is dependent on the changes of
controlling the traffic between the stations.
[1] J. Gašparík, Z. Pečený, Grafikon vlakovej dopravy a priepustnosť sietí.
EDIS, 2009, Žilina, ISBN 978-80-8070-994-5, (Chapter 5).
[2] J. Majerčák, J. Gašparík, M. Kendra, P. Majerčák, P. Blaho, Železničná
dopravná prevádzka Technológia železničných staníc, EDIS 2008,
Žilina, ISBN 978-80-8070-887-0, (Chapter 2).
[3] Study On Infrastructure Capacity Reserves for Combined Transport by
2015 prepared for International Union of Railways Combined Transport
Group (UIC-GTC), Kessel + Partner Transport Consultants,
KombiConsult GmbH, Freiburg/Frankfurt am Main/Paris (2004).
[4] M. Kendra, M. Babin, D. Barta, Changes of the infrastructure and
operation parameters of a railway line and their impact to the track
capacity and the volume of transported goods, TRA 2012 Athens,
Procedia - social and behavioral sciences, ISSN 1877-0428. - Vol. 48, s.
743-752.
[5] J. Čamaj, A. Dolinayova, The organization of the wagon flows with
respect to the economic criteria of railways companies. In: LOGI 2011:
12th international scientific conference, November 24th, 2011 in
Pardubice. Czech Republic - ISBN 978-80-263-0094-6. p. 140-148.
[6] J. Čamaj, J. Lalinská, J. Mašek, The management of assessment and
allocation of marshalling yards and designation their catchment areas.
IN: ICIMSA 2015 International Conference on Industrial Engineering,
Management Science and Applications 2015. Proceeding book. Tokyo.
[7] E. Nedeliaková, A. Dolinayová, I. Nedeliak, Metódy hodnotenia kvality
prepravných služieb./Methods of evaluation of the transportation
services quality 1st edition. - Žilina: Žilinská univerzita, 2013. ISBN
978-80-554-0817-0. p. 184.
[8] J. Čamaj, J. Lalinska, J. Mašek, Simulations of continental logistics
centre from the perspective of technologist. IN: ICIMSA 2014
International Conference on Industrial Engineering, Management
Science and Applications 2014. Proceeding book of conference. Beijing:
IEEE, 2014. p. 305-308. ISBN 978-1-4799-6541-0.
[9] J. Gasparik, Quality factors in railway infrastructure capacity
management. In Horizons of railway transport 2010: scientific papers.
ISSN 1338-287X, 2010, vol. 1, no. 1, P. 22-28.
[10] T. Skrúcaný, J. Gnap, The effect of the crosswinds on the stability of the
moving vehicles. IN: Applied Mechanics and Materials. - ISSN 1662-
7482. - Vol. 617 (2014), p. 296-301.
[11] K. Lehutová, A. Križanová, T. Klieštik, Quantification of equity and
debt capital costs in the specific conditions of transport enterprises. IN:
Transport means 2013: proceedings of the 17th international conference:
October 24-25, 2013, Kaunas University of Technology, Lithuania. -
ISSN 1822-296X. - Kaunas: Kaunas University of Technology, 2013. -
p. 258-261.
[12] J. Vaculík, P. Kolarovszki, J. Tengler Reliability of reading in
management system based on AIDC technology for special goods and
processes. IN: International symposium on Earth science and technology
2013: proceedings: December 3-4, 2013 Kyushu university, Fukuoka,
Japan. – (S.l.): CINEST, 2013. - ISBN 978-4-9902356-2-8. - p. 133-138.
[13] B. Buková, E. Brumerčíková, P. Kolarovszki Forwarding and logistics.
/Zasielateľstvo a logistika /. 1. edit. - Bratislava: Wolters Kluwer, 2014.
- 318 p. ISBN 978-80-8168-074-8
[1] J. Gašparík, Z. Pečený, Grafikon vlakovej dopravy a priepustnosť sietí.
EDIS, 2009, Žilina, ISBN 978-80-8070-994-5, (Chapter 5).
[2] J. Majerčák, J. Gašparík, M. Kendra, P. Majerčák, P. Blaho, Železničná
dopravná prevádzka Technológia železničných staníc, EDIS 2008,
Žilina, ISBN 978-80-8070-887-0, (Chapter 2).
[3] Study On Infrastructure Capacity Reserves for Combined Transport by
2015 prepared for International Union of Railways Combined Transport
Group (UIC-GTC), Kessel + Partner Transport Consultants,
KombiConsult GmbH, Freiburg/Frankfurt am Main/Paris (2004).
[4] M. Kendra, M. Babin, D. Barta, Changes of the infrastructure and
operation parameters of a railway line and their impact to the track
capacity and the volume of transported goods, TRA 2012 Athens,
Procedia - social and behavioral sciences, ISSN 1877-0428. - Vol. 48, s.
743-752.
[5] J. Čamaj, A. Dolinayova, The organization of the wagon flows with
respect to the economic criteria of railways companies. In: LOGI 2011:
12th international scientific conference, November 24th, 2011 in
Pardubice. Czech Republic - ISBN 978-80-263-0094-6. p. 140-148.
[6] J. Čamaj, J. Lalinská, J. Mašek, The management of assessment and
allocation of marshalling yards and designation their catchment areas.
IN: ICIMSA 2015 International Conference on Industrial Engineering,
Management Science and Applications 2015. Proceeding book. Tokyo.
[7] E. Nedeliaková, A. Dolinayová, I. Nedeliak, Metódy hodnotenia kvality
prepravných služieb./Methods of evaluation of the transportation
services quality 1st edition. - Žilina: Žilinská univerzita, 2013. ISBN
978-80-554-0817-0. p. 184.
[8] J. Čamaj, J. Lalinska, J. Mašek, Simulations of continental logistics
centre from the perspective of technologist. IN: ICIMSA 2014
International Conference on Industrial Engineering, Management
Science and Applications 2014. Proceeding book of conference. Beijing:
IEEE, 2014. p. 305-308. ISBN 978-1-4799-6541-0.
[9] J. Gasparik, Quality factors in railway infrastructure capacity
management. In Horizons of railway transport 2010: scientific papers.
ISSN 1338-287X, 2010, vol. 1, no. 1, P. 22-28.
[10] T. Skrúcaný, J. Gnap, The effect of the crosswinds on the stability of the
moving vehicles. IN: Applied Mechanics and Materials. - ISSN 1662-
7482. - Vol. 617 (2014), p. 296-301.
[11] K. Lehutová, A. Križanová, T. Klieštik, Quantification of equity and
debt capital costs in the specific conditions of transport enterprises. IN:
Transport means 2013: proceedings of the 17th international conference:
October 24-25, 2013, Kaunas University of Technology, Lithuania. -
ISSN 1822-296X. - Kaunas: Kaunas University of Technology, 2013. -
p. 258-261.
[12] J. Vaculík, P. Kolarovszki, J. Tengler Reliability of reading in
management system based on AIDC technology for special goods and
processes. IN: International symposium on Earth science and technology
2013: proceedings: December 3-4, 2013 Kyushu university, Fukuoka,
Japan. – (S.l.): CINEST, 2013. - ISBN 978-4-9902356-2-8. - p. 133-138.
[13] B. Buková, E. Brumerčíková, P. Kolarovszki Forwarding and logistics.
/Zasielateľstvo a logistika /. 1. edit. - Bratislava: Wolters Kluwer, 2014.
- 318 p. ISBN 978-80-8168-074-8
@article{"International Journal of Architectural, Civil and Construction Sciences:71962", author = "Martin Kendra and Jaroslav Mašek and Juraj Čamaj and Matej Babin", title = "Impact of the Operation and Infrastructure Parameters to the Railway Track Capacity", abstract = "The railway transport is considered as a one of the
most environmentally friendly mode of transport. With future
prediction of increasing of freight transport there are lines facing
problems with demanded capacity. Increase of the track capacity
could be achieved by infrastructure constructive adjustments. The
contribution shows how the travel time can be minimized and the
track capacity increased by changing some of the basic infrastructure
and operation parameters, for example, the minimal curve radius of
the track, the number of tracks, or the usable track length at stations.
Calculation of the necessary parameter changes is based on the
fundamental physical laws applied to the train movement, and
calculation of the occupation time is dependent on the changes of
controlling the traffic between the stations.", keywords = "Curve radius, maximum curve speed, track mass
capacity, reconstruction.", volume = "10", number = "1", pages = "42-7", }
