Passive alleviation of micro-pressure waves from tunnel portals

T Aoki, A E Vardy, J M B Brown

    Research output: Contribution to journalArticle

    21 Citations (Scopus)

    Abstract

    When a high-speed train enters a tunnel, it generates a compression wave which propagates along the tunnel ahead of the train. A small proportion of the wave subsequently emerges from the exit portal of the tunnel as an impulsive wave. This so-called micro-pressure wave causes annoyance through low frequency noise and vibrations in the surrounding area. The objective of this paper is to determine the optimum dimensions of an expansion chamber at the tunnel exit portal for the purpose of reducing the micro-pressure wave. The effects of expansion chambers are investigated numerically and experimentally. Optimum proportions of a right-cylindrical chamber are found and a clear relationship is obtained between the total volume and the degree of attenuation of the micro-pressure wave. (C) 1999 Academic Press.

    Original languageEnglish
    Pages (from-to)921-940
    Number of pages20
    JournalJournal of Sound and Vibration
    Volume220
    Issue number5
    DOIs
    Publication statusPublished - 11 Mar 1999

    Cite this

    Aoki, T ; Vardy, A E ; Brown, J M B . / Passive alleviation of micro-pressure waves from tunnel portals. In: Journal of Sound and Vibration. 1999 ; Vol. 220, No. 5. pp. 921-940.
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    Passive alleviation of micro-pressure waves from tunnel portals. / Aoki, T ; Vardy, A E ; Brown, J M B .

    In: Journal of Sound and Vibration, Vol. 220, No. 5, 11.03.1999, p. 921-940.

    Research output: Contribution to journalArticle

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    AU - Aoki, T

    AU - Vardy, A E

    AU - Brown, J M B

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    AB - When a high-speed train enters a tunnel, it generates a compression wave which propagates along the tunnel ahead of the train. A small proportion of the wave subsequently emerges from the exit portal of the tunnel as an impulsive wave. This so-called micro-pressure wave causes annoyance through low frequency noise and vibrations in the surrounding area. The objective of this paper is to determine the optimum dimensions of an expansion chamber at the tunnel exit portal for the purpose of reducing the micro-pressure wave. The effects of expansion chambers are investigated numerically and experimentally. Optimum proportions of a right-cylindrical chamber are found and a clear relationship is obtained between the total volume and the degree of attenuation of the micro-pressure wave. (C) 1999 Academic Press.

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