• Title/Summary/Keyword: 한랭지역

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A Study on Current Extent of Damage of Road Tunnel Lining in Cold Regions (Gangwon-do) (한랭지역(강원권)에서의 도로터널 라이닝부 피해 현황 연구)

  • Jin, Hyunwoo;Hwang, Youngcheol
    • Journal of the Korean GEO-environmental Society
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    • v.18 no.1
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    • pp.49-58
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    • 2017
  • Due to low annual average temperature, road tunnel lining in domestic cold region (Gangwon province) experiences durability problems. The financial and human damage due to cracks, breakout, exfoliation and water leakage increases every year. However, domestic research on effect of temperature on road tunnel lining damage is insufficient. Thus, this research has investigated 70 tunnels located in cold region (Gangwon-do) to analyze damage status. Furthermore, by contrasting damage on tunnels in relatively warm Gangneung area with those in relatively cold Hongcheon area, the effect of temperature on road tunnel lining damage was analyzed.

Classification of cold regions and analysis of the freeze-thaw repetition cycle based on heat transfer quantity by freezing test (실내동결시험을 통한 열류량 분석에 따른 동결-융해 조건 분석 및 한랭지역의 분류)

  • An, Jai-Wook;Seo, Jeong-Eun;Jung, Min-Hyung;Seong, Joo-Hyun
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.20 no.6
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    • pp.957-972
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    • 2018
  • Tunnels constructed in cold regions can cause serious defects such as cracks and leaks due to external temperature changes in the portals and vents. In order to prevent the freezing damage of the tunnel, appropriate measures should be applied to the section where the freeze damage is concerned. However, the specific criteria and contents for judging whether or not the anti-freeze measures are applied are not presented. In this study, the laboratory freezing tests on the temperature changes of the concrete specimens under freezing conditions were carried out. And the freeze-thaw repetition cycle (F), which can judge the possibility of freezing damage, were presented based on the heat transfer quantity (W) by experimental results of case studies. Also, we propose a classification of cold regions considering the climatic characteristics of Korea for using it to efficient design and maintenance.

Field Test of Tunnel Lining Temperature Variation due to Heating Element Attached to Tunnel Lining Surface (터널라이닝 표면에 부착된 발열체로 인한 라이닝의 온도변화 현장실험)

  • Jin, Hyunwoo;Hwang, Youngcheol
    • Journal of the Korean GEO-environmental Society
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    • v.20 no.4
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    • pp.17-21
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    • 2019
  • In the cold region, the frozen damages in highway tunnels and regular road tunnels have widely been investigated and reported, but the measurement has not been sufficient made. The average temperature in cold region is below the zero, resulting in that the damage due to freezing at the entrance/exit of tunnel is more severe than in the middle of tunnel. In this study, a heating element was developed to prevent the tunnel lining from being frozen by enforcing to increase the temperature of tunnel lining. Then field tests using the developed heating element were performed and it was ensured that the temperature of tunnel lining increased after a certain time.

A Physioclimatic Study on the Thermal Sensation in Korea (한국의 열감분포에 관한 생리 기후학적 연구 - 신유효온도를 중심으로 -)

  • 강철성
    • Journal of the Korean Geographical Society
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    • v.32 no.2
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    • pp.129-140
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    • 1997
  • The purpose of this paper is to analyze thermal sensation which is measured bv human physioclimatic reactions in Korea. Human physiological reactions to temperature and relative humidity are analyzed to produce a nomogram from which average human reactions to the climatic factors can be deduced. Thermal - indices for each regular stations in both South (1961-1990) and North Korea(1973-1994) are calculated based on monthly meteorological data. A generalized annual physioclimatic maps for each Annual Cumulative Thermal Index for the 52 stations are constructed to show how men tend to feel in various areas. Resuts of this study can be applied for evaluation of thermal environment in our daily activities, and for searching relevant sports training-sites.

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A study on freeze-thaw evaluation criteria for road tunnels considering climate characteristics (국내 기후특성을 고려한 도로터널의 동결-융해 평가기준 연구)

  • Moon, Joon-Shik;An, Jai-Wook;Kim, Hong-Kyoon;Lee, Jong-Gun
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.22 no.1
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    • pp.121-133
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    • 2020
  • Globally, the frequency and intensity of abnormal climate events are increasing. Since this can directly damage lives and property, it is important to establish and implement an appropriate maintenance strategy in response to abnormal weather. Facilities built in cold regions where cold wave or heavy snow occurs frequently can be more damaged by freeze-thaw than facilities located in other regions. However, there are no clear criteria for quantitatively identifying the damage of freeze-thaw and how to cope with it. Therefore, based on the results of indoor freezing tests, the freezing conditions considering regional climate characteristics were selected as one day at -14℃, two days at -7℃ or three days at -5℃. As a result, it was confirmed that they were in the freeze-thaw environment in order of Daegwallyeing (8.3 times), Cheorwon (5.3 times) and Taebeak (4.9 times) in Gangwon region. Through this study, the evaluation criteria of freeze-thaw of road tunnels were newly proposed. The freeze-thaw evaluation criteria of the road tunnel presented in this study can be used for the quantitative evaluation and maintenance strategy of tunnels in cold regions.

Optimum Weld Heat Input in Seam SAW Joint of API-X80 Plate for High Impact Toughness (후판 API-X80 강 조관 Seam SA 용접부 인성확보를 위한 적정 용접 입열량)

  • 김충명;이종봉
    • Proceedings of the KWS Conference
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    • 2004.05a
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    • pp.136-137
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    • 2004
  • 석유나 가스 등의 자원을 안정적으로 수송하기 위하여 사용하는 라인 파이프는 그 사용 환경에 따라서 다양한 소재 특성을 필요로 하며, 한랭지역에서 사용되는 경우에는 낮은 온도에서도 충분한 인성을 유지할 수 있는 높은 인성을 요구하고 있다. (중략)

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Field Test of Tunnel Lining Temperature Variation Using Insulation Material (단열재를 활용한 터널라이닝 온도변화 현장 실험)

  • Jin, Hyunwoo;Hwang, Youngcheol
    • Journal of the Korean GEO-environmental Society
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    • v.20 no.4
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    • pp.11-16
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    • 2019
  • The low temperature and temperature difference (variation) may cause to deteriorate the integrity of tunnel constructed in cold region. An insulation material was developed and applied to the tunnel lining surface to keep the temperature of tunnel lining constant in spite of temperature variation at outdoor. The lining surface where the insulation material applied showed the less sensitive to temperature variation than non-applied lining surface.

Long-term performance of drainage system for leakage treatment of tunnel operating in cold region (한랭지역에서 운영 중인 터널의 누수처리를 위한 유도배수시스템의 장기 성능 평가)

  • Kim, Dong-Gyou
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.20 no.6
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    • pp.1177-1192
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    • 2018
  • The objective of this study is to develop the existing drainage system for catching the partial leakage of tunnel structures operating in cold region. The drainage system consists of drainage board, Hotty-gel as a waterproofing material, cover for preventing protrusion of Hotty-gel, air nailer, fixed nail, pipe for collecting ground leak, pipe for conveying ground leak, wire-mesh, and sprayed cement mortar. The drainage systems were installed in conventional concrete lining tunnels to evaluate the site applicability and constructability. The performances of waterproof and the drainage in the drainage system were evaluated by injecting 1,000 ml of red water in the back of the drainage system at 7 days, 14 days, 21 days, 28 days, 2 months, 3 months, 4 months, 5 months, 6 months, 7 months and 8 months. During 8 months of field test, the average daily temperature of the tunnel site was measured from $-16.0^{\circ}C$ to $25.6^{\circ}C$. The daily minimum temperature was $-21.3^{\circ}C$ and the daily maximum temperature was $30.8^{\circ}C$. There was no problem in waterproof and drainage performance of the drainage board in the drainage system. However, the pipe for conveying ground leak had the leakage problem from 14 days. It is considered that the leakage of the pipe for conveying ground leak was caused by the deformation of the pipe of the flexible plastic material having a thickness of 0.2 cm by using the high pressure air nailer and the fixing pin and the insufficient thickness and width of the hotty-gel for preventing the leakage.

Development of Estimation Algorithm of Near-Surface Air Temperature for Warm and Cold Seasons in Korea (온난 및 한랭시즌의 우리나라 지상기온 평가 알고리즘 개발)

  • Kim, Do Yong
    • Journal of Korean Society for Geospatial Information Science
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    • v.23 no.4
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    • pp.11-16
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    • 2015
  • Spatial and temporal information on near-surface air temperature is important for understanding global warming and climate change. In this study, the estimation algorithm of near-surface air temperature in Korea was developed by using spatial homogeneous surface information obtained from satellite remote sensing observations. Based on LST(Land Surface Temperature), NDWI(Normalized Difference Water Index) and NDVI(Normalized Difference Vegetation Index) as independent variables, the multiple regression model was proposed for the estimation of near-surface air temperature. The different regression constants and coefficients for warm and cold seasons were calculated for considering regional climate change in Korea. The near-surface air temperature values estimated from the multiple regression algorithm showed reasonable performance for both warm and cold seasons with respect to observed values (approximately $3^{\circ}C$ root mean-square error and nearly zero mean bias). Thus;the proposed algorithm using remotely sensed surface observations and the approach based on the classified warm and cold seasons may be useful for assessment of regional climate temperature in Korea.