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Installation position determination of wind speed sensors on steel pole along a high-speed railway

  • Geological, Civil, Energy and Traffic Engineering
  • Published:
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Abstract

In order to consider the influence of steel pole on the measurement of wind speed sensors and determinate the installation position of wind speed sensors, the flow field around wind speed sensors was investigated. Based on the three-dimensional steady Reynolds-averaged Navier-Stokes equations and k-ε double equations turbulent model, the field flow around the wind speed sensor and the steel pole along a high-speed railway was simulated on an unstructured grid. The grid-independent validation was conducted and the accuracy of the present numerical simulation method was validated by experiments and simulations carried out by previous researchers. Results show that the steel pole has a significant influence on the measurement results of wind speed sensors. As the distance between two wind speed sensors is varied from 0.3 to 1.0 m, the impact angles are less than ±20°, it is proposed that the distance between two wind speed sensors is 0.8 m at least, and the interval between wind speed sensors and the steel pole is more than 1.0 m with the sensors located on the upstream side.

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References

  1. ANDERSSON E, HAGGSTROM J, SIMA M, STICHEL S. Assessment of train-overturning risk due to strong cross-winds [J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2004, 218(F3): 213–223.

    Article  Google Scholar 

  2. FUJII T, MAEDA T, ISHIDA H, IMAI T, TANEMOTO K, SUZUKI M. Wind-induced accidents of train/vehicles and their measures in japan [J]. Quarterly Report of Railway Technical Research Institute, 1999, 40(1): 50–55.

    Google Scholar 

  3. SUZUKI M, TANEMOTO K, TATSUO M. Aerodynamics characteristics of train/vehicles under cross winds [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2003, 91(1): 209–218.

    Article  Google Scholar 

  4. SANQUER S, BARRE C, VIREL MD, CLEON L M. Effect of cross winds on high-speed trains: Development of a new experimental methodology [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2004, 92: 535–545.

    Article  Google Scholar 

  5. BOCCIOLONE M, CHELI F, CORRADI R, MUGGIASCA S, TOMASINI G. Crosswind action on rail vehicles: Wind tunnel experimental analyses [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2008, 96(5): 584–610.

    Article  Google Scholar 

  6. CHELI F, RIPAMONTI F, ROCCHI D, TOMASINI G. Aerodynamic behaviour investigation of the new EMUV250 train to cross wind [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2010, 98(6/7): 189–201.

    Article  Google Scholar 

  7. CHELI F, CORRADI R, ROCCHI D, TOMASINI G, MAESTRINI E. Wind tunnel tests on train scale models to investigate the effect of infrastructure scenario [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2010, 98(6/7): 353–362.

    Article  Google Scholar 

  8. DIEDRICHS B, SIMA M, ORELLANO A, TENGSTRAND H. Crosswind stability of a high-speed train on a high embankment [J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2007, 221(2): 205–225.

    Article  Google Scholar 

  9. SCHOBER M, WEISE M, ORELLANO A, DEEG P, WETZEL W. Wind tunnel investigation of an ICE 3 end car on three standard ground scenarios [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2010, 98(6/7): 345–352.

    Article  Google Scholar 

  10. TIAN H Q. Research progress in railway safety under strong wind condition in China [J]. Journal of Central South University: Science and Technology, 2010, 41(6): 2435–2443. (in Chinese)

    Google Scholar 

  11. LIU T H, ZHANG J. Effect of landform on aerodynamic performance of high-speed trains in cutting under cross wind [J]. Journal of Central South University, 2013, 20(3): 830–836.

    Article  Google Scholar 

  12. REZVANI M A, MOHEBBI M. Numerical calculations of aerodynamic performance for ATM train at crosswind conditions [J]. Wind and Structures, 2014, 18(5): 529–548.

    Article  Google Scholar 

  13. TOMASINI G, GIAPPINO S, CORRADI R. Experimental investigation of the effects of embankment scenario on railway vehicle aerodynamic coefficients [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2014, 131: 59–71.

    Article  Google Scholar 

  14. HEMIDA H, KRAJNOVIC S. LES study of the influence of the nose shape and yaw angles on flow structures around trains [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2010, 98: 34–46.

    Article  Google Scholar 

  15. ZHANG J, LIANG X F, LIU T H, LU L F. Optimization Research on aerodynamic shape of passenger car body with strong crosswind [J]. Journal of Central South University: Science and Technology, 2011, 42(11): 3578–3584. (in Chinese)

    Google Scholar 

  16. ZHANG J, GAO G J, LI L J. Height optimization of windbreak wall with holes on high-speed railway bridge [J]. Journal of Traffic and Transportation Engineering, 2013, 13(6): 28–35. (in Chinese)

    Google Scholar 

  17. ZHANG T, XIA H, GUO W W. Analysis on running safety of train on bridge with wind barriers subjected to cross wind [J]. Wind and Structures, 2013, 17(2): 203–225.

    Article  Google Scholar 

  18. AVILA-SANCHEZ S, PINDADO S, LOPEZ-GARCIA O, SANZANDRES A. Wind tunnel analysis of the aerodynamic loads on rolling stock over railway embankments: The effect of shelter windbreaks [J]. The Scientific World Journal, 2014, 2014: 1–17.

    Article  Google Scholar 

  19. GONG J, WANG P. Research on gale monitoring & early warning system of high-speed railway [J]. High Speed Railway Technology, 2012, 3(1): 5–8, 14. (in Chinese)

    Google Scholar 

  20. HOPPMANN U, KOENIG S, TIELKES T, MATSCHKE G. A short-term strong wind prediction model for railway application: design and verification [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2002, 90: 1127–1134.

    Article  Google Scholar 

  21. SNCF I/SYSTRA. Consulting report of CHI high-speed railway on engineering design [R]. 2004

  22. JIA Y X, MEI Y G. Development of strong winds early warning system in japan high-speed railway [J]. Railway Locomotive & Car, 2008, 28(4): 16–19. (in Chinese)

    Google Scholar 

  23. YE W J, LIU H G, XUE J. Monitoring, forecasting and early warning system for severe weather along the railway line [J]. Bimonthly of Xinjiang Meteorology, 2001, 24(6): 25–27. (in Chinese)

    Google Scholar 

  24. MIAO X J, ZENG X K, GAO G J. Wind anemometer location choosing near railway embankment [J]. Journal of Central South University: Science and Technology, 2013, 44(10): 4328–4333. (in Chinese)

    Google Scholar 

  25. GAO G J, ZHANG J, XIONG X H. Location of anemometer along Lanzhou-Xinjiang railway [J]. Journal of Central South University, 2014, 21(9): 3698–3704.

    Article  Google Scholar 

  26. BOURIS D, BERGELES G. 2D LES of vortex shedding from a square cylinder [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1999, 80: 31–46.

    Article  Google Scholar 

  27. DURAO D, HEITOR M, PEREIRA J. Measurements of turbulent and periodic flows around a square cross-section cylinder [J]. Experiments in Fluids, 1988, 6: 298–304.

    Article  Google Scholar 

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Correspondence to Xiao-hui Xiong  (熊小慧).

Additional information

Foundation item: Projects(U1334205, 51205418) supported by the National Natural Science Foundation of China; Project(2014T002-A) supported by the Science and Technology Research Program of China Railway Corporation; Project(132014) supported by the Fok Ying Tong Education Foundation of China

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Xiong, Xh., Liang, Xf. Installation position determination of wind speed sensors on steel pole along a high-speed railway. J. Cent. South Univ. 23, 3018–3027 (2016). https://doi.org/10.1007/s11771-016-3365-9

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  • DOI: https://doi.org/10.1007/s11771-016-3365-9

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