Infrastructure Parameters Affecting Capacity of Railways in Ten-T

Janoš, Vít; Kříž, Milan

doi:10.14311/app.2016.5.0022

Cited by 7 publications

(14 citation statements)

References 1 publication

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“…T obs is increased about 10% due to the reserve order. Subsequently, unit occupancy time of the average train (t obs ) is calculated and required buffer time according to the provisions of Regulation D24 is determined [13]. The practical throughput of the section (n) is determined according to the: …”

Section: Methodology Of Perspective Throughput Calculationmentioning

confidence: 99%

“…In our case, it is the section of Zvolen -Sliac spa stations. The distance between these points is 6,112 m which suits our requirements for the construction of a double-track line [13,15,23]. …”

Section: Calculation Of Zvolen -Banska Bystrica Section Throughput Afmentioning

confidence: 99%

“…For this purpose, facts by analyzing the elements of the Train Graph Schedule (TGS) diagram in 2015, such as interstate section occupation times, station and track intervals, and so on were identified. In Table 4, numbers of established routes for passenger and freight trains and total and free capacity in the Zvolen -Banska Bystrica section are processed [10][11][12][13][14][15]. Table 5 shows the throughput indicators in the current state.…”

Section: Throughput Indicators In the Current Statementioning

confidence: 99%

“…Bystrica section, it is necessary to specify its minimum length with the appropriate safety device [4,13,22]. From previous calculation, it is clear that the length of the double-track line must be at least 1.334 m. After analysis of the track section, the best possible position for double-track line is in the limiting interstation section.…”

Section: Calculation Of Zvolen -Banska Bystrica Section Throughput Afmentioning

confidence: 99%

See 3 more Smart Citations

Baseline Model to Increase Railway Infrastructure Capacity on a Single-Track Section: a Case Study

Ricci

Ľupták

Chovancová

2017

LOGI – Scientific Journal on Transport and Logistics

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Abstract:Providing the railway infrastructure is a prerequisite for achieving the quality of public passenger transport, not only from a national perspective but also within a regional level. Based on transportation capacity knowledge, railway tracks capacity and headway can be determined.Subsequently, it is possible to examine the railway sections capacity and select a measure in order to increase this capacity.

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Section: Methodology Of Perspective Throughput Calculationmentioning

confidence: 99%

Section: Calculation Of Zvolen -Banska Bystrica Section Throughput Afmentioning

confidence: 99%

Section: Throughput Indicators In the Current Statementioning

confidence: 99%

Section: Calculation Of Zvolen -Banska Bystrica Section Throughput Afmentioning

confidence: 99%

See 2 more Smart Citations

Baseline Model to Increase Railway Infrastructure Capacity on a Single-Track Section: a Case Study

Ricci

Ľupták

Chovancová

2017

LOGI – Scientific Journal on Transport and Logistics

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show abstract

“…Janoš and Kříž [29] proposed to utilize lost capacity by active overtaking of a slow regional passenger train by fast freight train, given enough high speed ratio of both trains. They analysed possibilities of such overtaking on Prague -Děčín mainline.…”

Section: Integrated Periodic Timetablementioning

confidence: 99%

Construction of Differentiated Periodic Freight Train Paths in Dense Mixed Traffic

Drábek¹,

Janoš²

2021

Preprint

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The article is focused on detailed framework process for hierarchized construction of periodic freight train paths (PFTPs) – allocation of pre-arranged railway capacity to freight rail operators. The framework process considers fluctuations in demand for capacity from freight rail opera-tors, so the quality of a freight train path is related with its construction priority. Introduced framework process aims to offer freight rail operators attractive train paths, with low number of scheduled stops, and this way enhance competitiveness and decrease energy consumption of freight railway as a factor for sustainable development. The proposed generic process is in-tended for all time horizons of capacity allocation. Correctness of the framework process is tested on the example of mainline Prague – Dresden, in the context of prospective (denser) mod-el passenger timetable.

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High-speed rail network and periodic timetable: a comparative analysis of operational concepts

Drábek

Mazel

Pospíšil

2021

APP

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This paper compares chosen European high-speed railway (HS) networks in terms of their offer of HS passenger service. The criteria chosen for comparison are network topology, degree of service periodicity and degree of coordination between subsequent services. Only services with HS trains are taken into account. As a result, each examined network is classified according to prevailing approach to passenger service – either Line/Service (LS) Approach, where transfer connections are in general not anticipated, or Network (N) approach, with regular (mostly periodic) public transport lines and periodic transfer connections between them.The comparative analysis has shown that geography had crucial impact not only on national (or regional) HS line network, but on the HS operational concept as well.On trunk HS lines, which connect most populated agglomerations in particular country, there is always – at least during peak times – some form of periodic service, despite compulsory seat reservation (except state-owned carriers in Austria and Germany).Half of analyzed networks can be characterized by N approach – at least on trunk HS lines or within central "core" part of HS network.For Czech HS network, authors recommend to define a core network with application of Integrated Periodic Timetable.

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Infrastructure Parameters Affecting Capacity of Railways in Ten-T

Cited by 7 publications

References 1 publication

Baseline Model to Increase Railway Infrastructure Capacity on a Single-Track Section: a Case Study

Baseline Model to Increase Railway Infrastructure Capacity on a Single-Track Section: a Case Study

Construction of Differentiated Periodic Freight Train Paths in Dense Mixed Traffic

High-speed rail network and periodic timetable: a comparative analysis of operational concepts

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