• Title/Summary/Keyword: 희석터널

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도로터널 환기시설 T.A.B.(제트팬 방식)

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

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Characteristics of Thermo-Fluid Flow in Dilution Chamber of Micro-Dilution Tunnel for Diesel Particulate Measurement (디젤매연측정용 마이크로 희석터널의 희석챔버에서의 열유동 특성)

  • 김태권;김성훈;임문혁
    • Transactions of the Korean Society of Automotive Engineers
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    • v.10 no.6
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    • pp.90-99
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    • 2002
  • The main purpose of this study lies on the development of micro dilution tunnel based on the Sierra Dilution chamber model. As a primary examination, characteristics of flow and temperature distributions during the steady dilution process in dilution chamber are observed with numerical analysis. The penetration of dilution air through porous tube as well as wall temperature and temperature gradient inside porous tube are examined. The thermophoretic velocity in terms of temperature behavior inside porous tube are defined and examined. Based on the ratio of penetration and thermophoretic velocities, all part of porous tube are shown to be safe from the particulate depositions. However, The inlet portion of porous tube in addition to the portion of impinging of dilution air are marginally safe from the particulate depositions. Generally the safer design against particulate deposition is required in provision f3r steady dilution process and for transient process as well.

Current Trend of Ultrahigh Vacuum Low Temperature Scanning Tunneling Microscopy (초고진공 저온 주사터널 현미경 장치의 최신 경향)

  • Ham, Ungdon;Yeom, Han Woong
    • Vacuum Magazine
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    • v.3 no.4
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    • pp.14-18
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    • 2016
  • In this article, we will summarize recent advances in ultrahigh vacuum (UHV) low-temperature scanning tunneling microscopy (STM) during the last decade. Leading STM groups have finished or are constructing UHV milli-Kelvin high magnetic field STM capable of a few tens of milli-Kelvin and ~ 10 tesla. Applications with UHV sub-Kelvin high magnetic STM have been increased since mid-2000's. Active research using UHV low temperature tuning fork atomic force microscopes and UHV photon low-temperature scanning tunneling microscopes will be introduced. Considering these advances of UHV low-temperature STM we will discuss next trend in STM in the near future.

An experimental study on measurement of diesel particulate emission using dilution tunnels (희석터널을 사용한 디젤엔진 미립자상 배출물 측정에 관한 연구)

  • 채재우;김희수;오신규
    • Journal of the korean Society of Automotive Engineers
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    • v.9 no.1
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    • pp.40-48
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    • 1987
  • A Mini-Dilution Tunnel is described as a scaled down comparision of a Standard Tunnel. The paper presents the result of experimental investigations on measuring the particulate emission of a diesel engine in a Mini and a Standard Dilution Tunnel. The result offers a contribution to understanding about the influence of several parameters including dilution ratios, mixture temperatures, mixture conditions, filter temperatures, and flow conditions. In the experiment either increasing the filter temperature and mixture temperature at a fixed dilution ratio or increasing the dilution ratio at a fixed filter temperature and mixture temperature resulted in a decrease in the total particulate mass. These changes in total particulate mass were attributed to the changes in the soluble organic fraction of the particulate sample. Also, mass differences between the Mini and the Standard Dilution Tunnel for the same engine conditions were within approximately 15% of each other.

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Stability evaluation and microseismic monitoring around Large Underground Oil Storage Cavern in Over-stressed Rock Mass (과지압 암반 내 대규모 지하 유류비축기지 안정성 평가 및 Microseismic 계측)

  • Lee Hee-Suk;Lee Dae-Hyuck;Kim Ho-Yeong;Hong Jee-Soo;Choi Young-Tae;Kim Seok-Jin;Park Yeon-Jun
    • 한국터널공학회:학술대회논문집
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    • 2005.04a
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    • pp.189-201
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    • 2005
  • Brittle failure has been detected in over-stressed rock mass during the construction of oil storage cavern. The main characteristics of stress induced brittle failure of the site are introduced. Various evaluation and measures are sought to stabilize the over-stressed rock mass. The major results from numerical analysis of the cavern are presented, and from current microseismic monitoring to detect hazard from brittle failure are presented.

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Analysis of Diesel Nano-particle Characteristics for Different Vehicle Test Mode in Diesel Passenger Vehicle (디젤 승용차량 시험모드별 극미세입자 배출 특성 해석)

  • Lee, Jin-Wook;Jung, Min-Won;Jeong, Young-Il;Cha, Kyong-Ok
    • Transactions of the Korean Society of Automotive Engineers
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    • v.16 no.1
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    • pp.114-120
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    • 2008
  • Recently, the nano-PM's number concentration emitted by diesel internal combustion engine has focused on attention because this particulate matters are suspected being hazardous of human health. In this study, The nano-PM mass and size of diesel passenger vehicles were measured on chassis dynamometer test bench. The particulate matters(PM) emissions of these vehicles were investigated by number concentration too. A condensation particle counter(CPC) system was applied to measure the particle number and size concentration of diesel exhaust particles at the end of dilution tunnel along the NEDC(ECE15+EUDC) and CVS-75 vehicle test mode. As the research result, the characteristic of vehicle test mode on the diesel nano-particle number and size distribution was investigated in this study.

Visualization and Optimization of Construction Schedule Considering the Geological Conditions in the Complicated Underground Cavern (지하비축기지 건설시 지질조건을 고려한 건설공정의 가시화와 최적화 사례)

  • Choi, Yong-Kun;Park, Joon-Young;Lee, Sung-Am;Kim, Ho-Yeong;Lee, Hee-Suk;Lee, Seung-Cheol
    • Tunnel and Underground Space
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    • v.19 no.3
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    • pp.167-173
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    • 2009
  • Underground storage cavern is known as the most complicated underground project because of the complexity of construction schedule, tunnel size, and geological problems. In order to optimize the construction schedule of underground storage cavern, two up-to-date technologies were applied. The first technology was 3 dimensional visualization of complicated underground structures, and the second was 4 dimensional simulation considering construction resources, geological conditions and construction schedule. This application case shows that we can achieve optimized construction schedule in the ways to optimize the number of work teams, fleets, the sequence of tunnel excavation, the commencement time of excavation and the hauling route of materials and excavated rocks. 3 dimensional modeling can help designer being able to understand the status of complicated underground structures and to investigate the geological data in the exact 3 dimensional space. Moreover, using 4 dimensional simulation, designer is able to determine the bottle neck point which appear during hauling of excavated rocks and to investigate the daily fluctuation in cost.

Numerical Studies on Thermo-Hydro-Mechanical Couplings for Underground Heat Storage. (암반내 축열시스템의 열-수리-역학적 상호작용에 대한 수치해석적 연구)

  • 이희석;김명환;이희근
    • Tunnel and Underground Space
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    • v.8 no.1
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    • pp.17-25
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    • 1998
  • This paper investigates coupled thermal, mechanical and hydraulic phenomena in deep rock mass especially for underground heat storage system. Firstly, concepts of underground heat storage were presented and coupling phenomena in this area were illustrated. In order to understand the basic mechanism of thermal, hydraulic and deformation behavior in rock cavern disturbed by thermal gradient about 10$0^{\circ}C$, various numerical experiments were conducted using several codes. The study involves the behavior of fractured rock mass including rock joint. In spite of the limitation of codes modelling fully coupled effects, these codes could be applied in analysis of underground heat storage. The heat loss in rock mass, which is a major factor in heat storage, is insignificant in all results.

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Large-span Tunnel Support Design supplemented by Analytical Methods (대단면터널 특성을 고려한 지보설계 개선방안 연구)

  • Jeong, Jae-Ho;Lee, Hee-Suk;Heo, Jong-Seok;Yoon, Sang-Gil
    • Proceedings of the Korean Geotechical Society Conference
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    • 2006.03a
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    • pp.949-959
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    • 2006
  • Despite of the popularity of using empirical methods for support design, empirical rules suffer from the inherent problem of providing no indication of the safety degree of the design. For the support design of large span tunnel, it was considered that the empirical design guidelines should be augmented by more explicit design methods. This paper presents an overview of the analytical support design methodology that is used to refine initial empirical recommendations. The initial support design supplemented by analytical methods is validated by probabilistic and deterministic approach applied to stress-induced and structurally controlled gravity-driven instability problem each. As a result, the extent of the potential failure zone is sorted out and numerical parametric studies were performed to gain insight into the overall behavior of tunnel in the potential failure zone. Concequently, it was decided that additional conservation techniques have to be planed as a reserved support pattern.

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