• Title/Summary/Keyword: 귀불쾌감

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Theoretical Study on the Characteristics of Pressure Change of High Speed Train in Tunnels (터널통과시 고속 철도 압력 변동 특성에 관한 이론적 연구)

  • Nam, Seong-Won;Kwon, Hyeok-Bin
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.28 no.9
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    • pp.1042-1050
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    • 2004
  • Theoretical study has been conducted to clarify pressure characteristics of KTX(Korea Train eXpress) in tunnel. The severe pressure change in tunnel may give rise to the ear-discomfort for passenger and fatigue for car body. The external and internal pressure of rolling stock have been measured by using the running test with atmospheric pressure sensors and portable data acquisition system in high speed train. In this study, the tunnels from 200m to 4000m in length have been chosen for the investigation of tunnel length effects. We found that there are similar patterns of external pressure change for each critical tunnel length. The critical tunnel lengths are governed by train speed, train length and sonic velocity. And, the patterns of pressure wave in tunnel are classified into eight groups.

A Study on the x-t diagram Characteristics of Pressure Change of High Speed Train in Tunnels (터널에서의 고속철도 압력 변화의 x-t선도 특성에 관한 연구)

  • Nam, Seong-Won
    • Proceedings of the KSME Conference
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    • 2004.04a
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    • pp.1655-1660
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    • 2004
  • Theoretical study has been conducted to clarify pressure characteristics of KTX(Korea Train eXpress) in tunnel. The external and internal pressure of rolling stock have been measured by using the atmospheric pressure sensors and portable data acquisition system on Seoul-Busan high speed railroad line. These pressure change may give rise to the ear-discomfort for passenger and fatigue for car body. In this study, the tunnels from 200m to 4000m in length have been chosen for the investigation of tunnel length effects. From the results of experiment, the pattern of pressure change generally agrees to RTRI's experimental result for Shinkansen. We found that there are similar patterns of external pressure variation for each critical tunnel length. The critical tunnel lengths are governed by train speed, train length and sonic velocity.

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