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ISSN 2753-3239
CCC: 1
PROCEEDINGS OF THE FIFTH INTERNATIONAL CONFERENCE ON RAILWAY TECHNOLOGY: RESEARCH, DEVELOPMENT AND MAINTENANCE
Edited by: J. Pombo
Paper 18.3

Parameter optimization with respect to elongated hillock regions beside the high-speed railway under crosswinds

Z.-W. Chen1,2 and Y.-Q. Ni1,2

1National Rail Transit Electrification and Automation Engineering Technology Research Center (Hong Kong Branch), Hung Hom, Kowloon, Hong Kong SAR, China
2Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong SAR, China

Full Bibliographic Reference for this paper
Z.-W. Chen, Y.-Q. Ni, "Parameter optimization with respect to elongated hillock regions beside the high-speed railway under crosswinds", in J. Pombo, (Editor), "Proceedings of the Fifth International Conference on Railway Technology: Research, Development and Maintenance", Civil-Comp Press, Edinburgh, UK, Online volume: CCC 1, Paper 18.3, 2022, doi:10.4203/ccc.1.18.3
Keywords: windbreak wall, crosswind, high-speed railway, NSGA-?.

Abstract
Complex terrains will result in elongated hillocks occurring near the windbreak wall along high-speed railways, furthermore, the hillock weakens the anti-wind ability of the windbreak wall. In this paper, characteristic parameters - the distance between hillock and windbreak wall (D) and the hillock height (H) are optimized by capitalizing on computational fluid dynamics (CFD) and multi-objective optimization method of the Non-dominated Sorting Genetic Algorithm II (NSGA-II). The surrogate model of Kriging model is advantaged and it is to be the final surrogate model to optimize the maximum wind speed Umax and peak-to-peak value Up-p for the railway concerned. The optimized results demonstrate that D = 25 – 35 m and H = 2 – 12 m can ensure that Umax < 0.5. Besides, it is shown that distance D plays a key role in reducing the sudden wind peak values.

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