CWE study of wind flow around railways: Effects of embankment and track system on sand sedimentation

被引:30
作者
Horvat, Marko [1 ]
Bruno, Luca [1 ,3 ]
Khris, Sami [2 ,3 ]
机构
[1] Politecn Torino, Dept Architecture & Design, Viale Mattioli 39, I-10125 Turin, Italy
[2] Optiflow Co, 160 Chemin Madrague Ville, F-13015 Marseille, France
[3] Windblown Sand Modelling & Mitigat Joint Res Grp, Turin, Italy
基金
欧盟地平线“2020”;
关键词
windblown Sand; Sedimentation; Erosion; Railway aerodynamics; Embankment; Track system; Computational wind engineering; FLUID-DYNAMICS CFD; WINDBLOWN SAND; AIR-FLOW; TRANSPORT; TRANSVERSE; MODEL; AERODYNAMICS; FOREDUNE; VEHICLES; BEHAVIOR;
D O I
10.1016/j.jweia.2020.104476
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Desert railways are constantly exposed to incoming sand blown by the wind. The railway body acts as an obstacle that perturbs the wind flow and the sand drift, resulting in zones of sand sedimentation and erosion. The insight into the local flow around the railway track and resulting sedimentation patterns is a necessary prerequisite to predict and prevent sand-induced limit states.The present study generally aims at filling such a gap, by investigating the local flow and the related potential sedimentation patterns around railways. The knowledge acquired about such patterns is required in the perspective of the design of innovative on-track Receiver Sand Mitigation Measures. The study adopts a Computational Wind Engineering approach to simulate the local wind flow, to obtain the shear stress field at the ground, to derive from it sand sedimentation/erosion patterns, and to obtain bulk performance metrics. The performances of different railway substructures and track systems are discussed under different incoming wind speeds and yaw angles. The simulated sedimentation/erosion patterns qualitatively agree with the field evidences observed along desert railways. The comparative analysis shows that rails elevated by humped sleepers or slab on top of a gentle-sloped substructure perform better than other track systems.
引用
收藏
页数:17
相关论文
共 65 条
  • [1] [Anonymous], 1941, GEOGR J, V98, P109
  • [2] Numerical modeling of the wind flow over a transverse dune
    Araujo, Ascanio D.
    Parteli, Eric J. R.
    Poeschel, Thorsten
    Andrade, Jose S., Jr.
    Herrmann, Hans J.
    [J]. SCIENTIFIC REPORTS, 2013, 3
  • [3] THE DETERMINATION OF TOPOGRAPHICAL EXPOSURE FACTORS FOR RAILWAY EMBANKMENTS
    BAKER, CJ
    [J]. JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1985, 21 (01) : 89 - 99
  • [4] TRAIN AERODYNAMIC FORCES AND MOMENTS FROM MOVING MODEL EXPERIMENTS
    BAKER, CJ
    [J]. JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1986, 24 (03) : 227 - 251
  • [5] Bauer B.O., 2013, COHERENT FLOW STRUCT, P111, DOI [DOI 10.1002/9781118527221.CH8, 10.1002/9781118527221.ch8]
  • [6] Wind direction and complex sediment transport response across a beach-dune system
    Bauer, Bernard O.
    Davidson-Arnott, Robin G. D.
    Walker, Ian J.
    Hesp, Patrick A.
    Ollerhead, Jeff
    [J]. EARTH SURFACE PROCESSES AND LANDFORMS, 2012, 37 (15) : 1661 - 1677
  • [7] CFD evaluation of wind speed conditions in passages between parallel buildings - effect of wall-function roughness modifications for the atmospheric boundary layer flow
    Blocken, Bert
    Carmeliet, Jan
    Stathopoulos, Ted
    [J]. JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2007, 95 (9-11) : 941 - 962
  • [8] Crosswind action on rail vehicles: Wind tunnel experimental analyses
    Bocciolone, Marco
    Cheli, Federico
    Corradi, Roberto
    Muggiasca, Sara
    Tomasini, Gisella
    [J]. JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2008, 96 (05) : 584 - 610
  • [9] Bowen A. J., 1977, Boundary-Layer Meteorology, V12, P259, DOI 10.1007/BF00121466