Performance of hump slab track in sandstorms using simulation and a wind tunnel experiment

Abstract Sandstorms have destructive effects on railway infrastructures due to the movement and erosion of sand. One of the proposed solutions to reduce the impact of windblown sand on desert railways is the hump slab track superstructure. This system entails removing the ballast layer and elevating...

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Main Authors: Masoud Fathali, Mohammad Mohsen Kabiri Nasrabad, Fereidoon Moghadasnejad
Format: Article
Language:English
Published: SpringerOpen 2024-12-01
Series:Journal of Engineering and Applied Science
Subjects:
Online Access:https://doi.org/10.1186/s44147-024-00569-6
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author Masoud Fathali
Mohammad Mohsen Kabiri Nasrabad
Fereidoon Moghadasnejad
author_facet Masoud Fathali
Mohammad Mohsen Kabiri Nasrabad
Fereidoon Moghadasnejad
author_sort Masoud Fathali
collection DOAJ
description Abstract Sandstorms have destructive effects on railway infrastructures due to the movement and erosion of sand. One of the proposed solutions to reduce the impact of windblown sand on desert railways is the hump slab track superstructure. This system entails removing the ballast layer and elevating the rails using concrete foundations called humps, which create sand movement channels beneath the rails. The hump’s geometry must not only meet optimal aerodynamic conditions but also ensure ample clearance for sand passage, maintaining structural stability and efficient railway performance. In this study, the aerodynamic evaluation of various hump geometry is examined considering the elliptical (EL) and semicircular-rectangular (CR) shapes. Simulations are carried out using 3D computational fluid dynamics in ANSYS Fluent software. A gas–solid two-phase model, comprising a distinct phase for sand particles and another for air, is developed to assess the sand movement capacity through the selected hump geometries. A wind tunnel experiment is then performed on a prototype of a hump slab track to validate the software model. The findings highlighted that the CR shape, with a height of 25 cm, resulted in the most favorable outputs.
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institution Kabale University
issn 1110-1903
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language English
publishDate 2024-12-01
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record_format Article
series Journal of Engineering and Applied Science
spelling doaj-art-bd42f8685dba4ac7b9a63254d76fc8162024-12-29T12:33:16ZengSpringerOpenJournal of Engineering and Applied Science1110-19032536-95122024-12-0171111710.1186/s44147-024-00569-6Performance of hump slab track in sandstorms using simulation and a wind tunnel experimentMasoud Fathali0Mohammad Mohsen Kabiri Nasrabad1Fereidoon Moghadasnejad2Rail Transportation Department, Road, Housing & Urban Development Research Center (BHRC)Rail Transportation Department, Road, Housing & Urban Development Research Center (BHRC)Department of Civil & Environmental Engineering, Amirkabir University of Technology (AUT)Abstract Sandstorms have destructive effects on railway infrastructures due to the movement and erosion of sand. One of the proposed solutions to reduce the impact of windblown sand on desert railways is the hump slab track superstructure. This system entails removing the ballast layer and elevating the rails using concrete foundations called humps, which create sand movement channels beneath the rails. The hump’s geometry must not only meet optimal aerodynamic conditions but also ensure ample clearance for sand passage, maintaining structural stability and efficient railway performance. In this study, the aerodynamic evaluation of various hump geometry is examined considering the elliptical (EL) and semicircular-rectangular (CR) shapes. Simulations are carried out using 3D computational fluid dynamics in ANSYS Fluent software. A gas–solid two-phase model, comprising a distinct phase for sand particles and another for air, is developed to assess the sand movement capacity through the selected hump geometries. A wind tunnel experiment is then performed on a prototype of a hump slab track to validate the software model. The findings highlighted that the CR shape, with a height of 25 cm, resulted in the most favorable outputs.https://doi.org/10.1186/s44147-024-00569-6Desert railwayHump slab trackWind tunnel experimentANSYS FluentAerodynamic
spellingShingle Masoud Fathali
Mohammad Mohsen Kabiri Nasrabad
Fereidoon Moghadasnejad
Performance of hump slab track in sandstorms using simulation and a wind tunnel experiment
Journal of Engineering and Applied Science
Desert railway
Hump slab track
Wind tunnel experiment
ANSYS Fluent
Aerodynamic
title Performance of hump slab track in sandstorms using simulation and a wind tunnel experiment
title_full Performance of hump slab track in sandstorms using simulation and a wind tunnel experiment
title_fullStr Performance of hump slab track in sandstorms using simulation and a wind tunnel experiment
title_full_unstemmed Performance of hump slab track in sandstorms using simulation and a wind tunnel experiment
title_short Performance of hump slab track in sandstorms using simulation and a wind tunnel experiment
title_sort performance of hump slab track in sandstorms using simulation and a wind tunnel experiment
topic Desert railway
Hump slab track
Wind tunnel experiment
ANSYS Fluent
Aerodynamic
url https://doi.org/10.1186/s44147-024-00569-6
work_keys_str_mv AT masoudfathali performanceofhumpslabtrackinsandstormsusingsimulationandawindtunnelexperiment
AT mohammadmohsenkabirinasrabad performanceofhumpslabtrackinsandstormsusingsimulationandawindtunnelexperiment
AT fereidoonmoghadasnejad performanceofhumpslabtrackinsandstormsusingsimulationandawindtunnelexperiment