• Explosives and Blasting
• /
• v.24 no.2
• /
• pp.9-22
• /
• 2006

In general, tunnel construction except for special cases such as very short tunnels must require an artificial ventilation system. Especially, it is efficient for long tunnels to use the combination of a proper ventilation system according to the progress of the excavation. Neung-Dong Tunnel of which length is 4,580m has been originally designed as using ventilation system of blower and exhaust mixture types. Since it has been expected to result in some problems, its design Is analyzed to find the way to improve ventilation system by estimating the amount of required fresh air, considering various ventilation mixture types, ventilation's fluidity analysis and contaminant's distribution by numerical analysis. Economical efficiency for each type is also reviewed to determine the best ventilation system.

• The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
• /
• v.30 no.7
• /
• pp.29-34
• /
• 2001

지하철을 기능상 정거장과 터널로 분류하면 정거장은 승객들의 승·하차를 위한 공간이며 터널은 열차의 운행을 위한 공간이다. 터널은 열차의 반복 운행시에 발생되는 열에 의해 고온화 열축척 현상이 이루어지면서 정거장으로 더운열이 이동하며 정거장의 열환경이 악화되고 있다. 본고에서는 터널의 환기를 위한 적합한 환기실과 환기구의 계획에 대해서 기술함으로써 지하철 터널의 열환경 개선과 에너지 절약이 이루어지길 기대한다.

• The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
• /
• v.28 no.6
• /
• pp.463-475
• /
• 1999

산업과 생활수준의 향상에 따라서 도로나 철도 등의 기간산업에 대한 고속화 및 대용량화가 요구되고 있다. 특히 철도에 있어서는 선형의 직선화 및 복선화계획이 진행되면서 터널건설이 증가하고 장대터널이 요구되고 있는 실정이다. 이에 따라 철도터널의 환기 및 방재 시스템의 설계기법에 관심이 고조되고 있으나 현재의 국내 철도 터널은 대부분 오래 전에 건설된 것이며 또한 환기설비를 요구할 만큼의 장대터널이 없기 때문에 이를 고려하지 않고 있다. 그래서 국내의 철도터널 환기설계 기술은 미약한 상태로 현재 발주되는 대부분의 공사를 외국의 용역사의 설계에 의존하고 있는 실정이다.

• The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
• /
• v.30 no.7
• /
• pp.14-18
• /
• 2001

국내 고속도로 터널에 많이 적용되고 있는 종류식 환기 터널의 운전현황을 분석하고 이에 대한 문제점을 도출하여 향후 종류식 환기 터널의 운전 방법의 개선안을 제시하고자 한다.

• Journal of Korean Tunnelling and Underground Space Association
• /
• v.16 no.6
• /
• pp.561-571
• /
• 2014

The standards of ventilation system for bi-directional tunnel have not been established now. For this reason, with regard to the bi-directional tunnel below 1km, some problems have been appeared in ventilation capacity designing and in determining whether the mechanical ventilation system is needed or not for each case. In this study, we examine the characteristics of natural ventilations, analyze ongoing ventilation design cases for bi-directional tunnels and classify those cases into two groups. This study is carried out about the capability of using natural ventilating system by calculation of reasonable ventilation capacity in bi-directional tunnel and review of relationship between natural wind speed ($Vr^*$) and required speed(Vreq). This paper aims at providing a basis data for bi-directional tunnel ventilation design standards.

• Journal of Korean Tunnelling and Underground Space Association
• /
• v.17 no.3
• /
• pp.341-351
• /
• 2015

When rainfall occurred on road tunnel, that is likely to have influence upon ventilation force in the tunnels but the tunnels ventilation system did not consider factors of rainfall. Thus, this study investigated effects of rainfall upon ventilation force in the tunnels at no rainfall and changing of rainfall by 3 dimensional numerical method. Flow rate into road tunnels decreased as many as 52.34% at rainfall of 150 mm/hr, and pressure drop of road tunnel between entrance and exit decreased as many as 22.22%, so that rainfall had influence upon ventilation force in the tunnel. The number of necessary jet fan in road tunnels is 12 at no rainfall but, when rainfall of 80 mm/hr on road tunnels, the number of necessary jet fan in road tunnels is 16, when rainfall of 150 mm/hr on road tunnels, the number of necessary jet fan in road tunnels is 17. So, factor of rainfall should be considered at estimation of ventilation system of road tunnel.

• The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
• /
• v.30 no.7
• /
• pp.24-28
• /
• 2001

터널 환기 설비는 터널에서 발생하는 오염물질을 희석 배출하여 터널에서의 안전운행 및 쾌적한 환경을 유지함을 목적으로 한다. 이를 위해서 각종 환기설비가 필요하게 되며, 이에 대한 설계 검토가 요구되고 있다. 본 원고에서는 제트팬 방식의 터널에서 풍속 측정을 중심으로 하여 측정결과 및 분석결과를 소개하고자 한다.

• Tunnel and Underground Space
• /
• v.13 no.3
• /
• pp.235-243
• /
• 2003

Recent worldwide trends show that tunnel length is getting longer, and the demand for longitudinal ventilation system with jet-fans in highway tunnels has also increased mainly due to the economic reasons. Improvements in vehicle engine subsequently reduced required ventilation rate(Qreq) which is the decisive factor in choosing the optimal ventilation system. Qreq contour map is a graph that defines the relationship among tunnel length, grade and required ventilation rate. It is important to understand the variation of Qreq in order to evaluate the characteristics of ventilation system with jet fans. Therefore this study aims at studying a graphical method for determining the characteristics of jet-fm ventilation system using Qreq contour map. Also, this study focuses on traffic composition on local highways.

• Journal of Korean Tunnelling and Underground Space Association
• /
• v.4 no.4
• /
• pp.343-353
• /
• 2002

In the past many tunnels have been built to lowest capital investment cost without adequate regard for the cost of operation. But according to increasing the capacity of a ventilation system and to becoming diverse, it is to become more important to come up with the optimal operation stage of ventilation system. In this study, the tunnel ventilation dynamic simulation program had been developed. it is used to calculate the unsteady-state tunnel air velocity and concentration of pollutants according to the assumed average day traffic profile and summarize the energy consumption for the operation of ventilation system. And the operation energy consumption for the electric precipitation system and vertical vent shaft system are evaluated and compared in various operation mode. As the results of this study, the optimal operation stage for these ventilation system are provided.

• Proceedings of the Korean Society for Rock Mechanics Conference
• /
• 2004.04a
• /
• pp.47-59
• /
• 2004

본 연구에서는 동해고속도로 설계시 나타난 연속터널을 대상으로 하여 터널내 오염농도 해석 및 터널내 오염농도의 거동 및 터널 갱구부 주변의 오염물질의 재유입 여부를 분석하여, 연속터널에 대한 터널내 외부유동에 대한 환기영향을 검증하였다. 또한 연속터널 연결부에서의 캐노피 설치방안, 결빙대책 및 조도순응대책 등을 검토하여 연속터널에서의 환기 및 방재특성을 고려한 합리적인 고속도로설계가 되고자 하였다.