Innovations for Accessing Rail Transport Networks

Author(s):  
Hans G. Unseld ◽  
Herbert Kotzab
2021 ◽  
Vol 2061 (1) ◽  
pp. 012042
Author(s):  
E A Spiridonov ◽  
M A Mayboroda

Abstract The article describes an approach to the development of a simulation model of an electric transport traction network, taking into account the change in the resistance of the contact wire when the vehicle is moving. The advantage of the model is that it is executed using the building blocks of Simulink, visually reflects the topology of the traction network, and can be used for modeling both trolleybus and rail transport networks. As the initial data for the model, both standardized drive cycles and experimentally obtained modes of vehicle motion can be used.


Author(s):  
Svetlana Kugan

The effective functioning of logistics infrastructure is a prerequisite for themodernization of a regional and national economy. It is also a prerequisite for the transition to an innovative development path; to include the amelioration of a population’s living standards. The study of historical patterns and characteristics of the development of logistics will allow us to determine the main directions for improving the activities of logistics infrastructure, whilst making recourse to appropriate management tools. The most important element of regional infrastructure is traditionally road and rail transport networks, which can both enhance and facilitate a region’s local and international linkages.


2018 ◽  
Vol 55 (6) ◽  
pp. 852-861 ◽  
Author(s):  
Karlo Martinović ◽  
Cormac Reale ◽  
Kenneth Gavin

Many of the earthworks assets on rail transport networks were constructed in the 1800s and have thus operated for periods far in excess of their expected service life. Incidences of failure — particularly shallow planar landslides — are increasing, in part due to the effect of more intense and longer duration rainfall events. Network owners have difficulty in targeting scarce resources to reduce risk across networks. This paper proposes a methodology for developing fragility curves for rainfall-induced landslides on transport networks. Fragility curves provide the probability of exceedance of different limit states for a given hazard considering a range of magnitudes. In this paper, the vulnerability of slopes as expressed by a loss of performance is quantified for rainfall events of various intensities and duration. The approach expands upon probabilistic slope stability analysis and provides a rational logical framework for considering how vulnerable a slope is to rainfall-induced failure.


2021 ◽  
Vol 11 (1) ◽  
Author(s):  
Paul Jerem ◽  
Fiona Mathews

AbstractRail transport is expanding, with a global increase in infrastructure of up to one-third predicted by 2050. Greater reliance on rail is expected to benefit the environment at a planetary level, by mitigating transport-related carbon emissions. However, smaller-scale, more direct consequences for wildlife are unclear, as unlike roads, railway impacts on animal ecology are rarely studied. As a group, bats frequently interact with transport networks due to their broad distribution and landscape-scale movements. Additionally, their nocturnality, and use of echolocation mean bats are likely to be affected by light and noise emitted by trains. To investigate whether passing trains affect bat activity levels, we monitored the two most abundant UK species using ultrasonic detectors at 12 wooded rail-side sites in southern England. Activity fell by ≥ 30–50% each time a train passed, for at least two minutes. Consequently, activity was reduced for no less than one-fifth of the time at sites with median rail traffic, and two-thirds or more of the time at the busiest site. Such activity changes imply repeated evasive action and/or exclusion from otherwise favourable environments, with potential for corresponding opportunity or energetic costs. Hence, disturbance by passing trains may disadvantage bats in most rail-side habitats.


Author(s):  
Luis Cadarso ◽  
Ángel Marín

A new approach is presented in order to deal with disruptions in rail transport networks. A mathematical model which decides on the speed profile while considering passenger use is presented. The model decides on the optimal sequence of operating regimes and the switching points between them for a range of different circumstances and train types all while considering delays and passenger compensation policies applied by the train operator. Computational tests on realistic problem instances of the Spanish rail operator RENFE are reported. The proposed approach is able to find solutions with a very good balance between various managerial goals.


2011 ◽  
Vol 7 (3) ◽  
pp. 5-13
Author(s):  
Ya.V. Shevchuk ◽  

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