• Title/Summary/Keyword: 도로융설시스템

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Analysis of Geothermal Melting System Conductivity for Improving Road Safety (도로주행 안정성 향상을 위한 지열 융설시스템 열전도 분석)

  • Lee, Seok-Jin;Kim, Bong-Chan;Lee, Seung-Ha;Seo, Un-Jong;Kim, Jin-Han;Lee, Joo-Ho
    • Journal of Korean Society of societal Security
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    • v.3 no.1
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    • pp.43-50
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    • 2010
  • Sliding accidents on the road have a high percentage by road freezing, especially, they often have appeared at bridges and Tunnel of freezing areas. Thus, the stability of road operations is enhanced by preventing partial freezing phenomenon. According to the geothermal snow melting system analysis, a pattern of thermal conductivity is found out; pavement materials of concrete and asphalt where the system is buried. The heat transfer simulation is essential when the geothermal snow melting system is applied according to heating exchanger pipe placed in the lower pavements. The model tests are conducted on low temperature in freezer using the manufactured test model which is equal to pavement materials. Many variables are discovered from numerical analyses under the same conditions with model test.

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Study about the Standard of Anti-icing System Based on Geography and Geometric Designs (기하구조 및 지형적 요소를 고려한 융설시스템 설치 기준 정립에 관한 연구)

  • Lee, Dong-Hyun;Jeong, Won-Seok;Kim, Ji-Won;Ko, Seok-Beom
    • International Journal of Highway Engineering
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    • v.13 no.2
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    • pp.95-102
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    • 2011
  • Anti-icing system can immediately respond when snowing is expected or the snow comes down on the road surface. It has been recognized that the system can reduce traffic accidents and congestion by quickly removing the frozen road surface area. However, it is very difficult to implement this system due to the expensive equipment installation and operation cost, Recently, there was a developed program for predicting the freezing area using three-dimensional model and tracking the sun path. But, there is no objective analysis method and all developed approaches are different so that the general standard of anti-icing system is needed. In this study, we proposed the decision criteria for determining application priorities of the anti-icing system based on weather and road conditions, i.e., geometric and topographic conditions. Regional climate survey, topographical analysis, and dynamic vehicle simulation considered road geometry and skid resistance was conducted to standardize the installation method of anti-icing system.

Design of Road Snow Melting system Using Piping System (배관시스템을 활용한 도로융설 시스템의 설계방법)

  • Kim, Jin-Ho S.;Kim, Jung-Hun;Lee, Geon-Tae
    • Proceedings of the SAREK Conference
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    • 2009.06a
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    • pp.1251-1255
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    • 2009
  • Snow melting system is adapted for safety and environment sides. Geothermal System has some problem of unbalance between summer and winter heat loads. Snow melting system with piping system is widely adapted in Japan. In this paper, the variation of road surface temperature along time for heating load is investigated. And for checking the difference between electrical melting system and piping melting system, other design parameters is investigated.

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Evaluation of SWMM Snow-melt Module to Secure Bi-Modal Tram Operation (바이모달 트램 운행 안전성 확보를 위한 SWMM 융설 모듈 적용성 평가)

  • Kim, Jong-Gun;Park, Young-Kon;Yoon, Hee-Taek;Park, Youn-Shik;Jang, Won-Seok;Yoo, Dong-Seon;Lim, Kyoung-Jae
    • Journal of the Korean Society for Railway
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    • v.11 no.5
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    • pp.441-448
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    • 2008
  • Increasing urban sprawl and climate changes have been causing unexpected high-intensity rainfall events. Thus there are needs to enhance conventional disaster management system for comprehensive actions to secure safety. Therefore long-term and comprehensive flood management plans need to be well established. Recently torrential snowfall are occurring frequently, causing have snow traffic jams on the road. To secure safety and on-time operation of the Bi-modal tram system, well-structured disaster management system capable of analyzing the show pack melt/freezing due to unexpected snowfall are needed. To secure safety of the Bi-modal tram system due to torrential snow-fall, the snow melt simulation capability was investigated. The snow accumulation and snow melt were measured to validate the SWMM snow melt component. It showed that there was a good agreement between measured snow melt data and the simulated ones. Therefore, the Bi-modal tram disaster management system will be able to predict snow melt reasonably well to secure safety of the Bi-modal tram system during the winter. The Bi-modal tram disaster management system can be used to identify top priority area for know removal within the tram route in case of torrential snowfall to secure on-time operation of the tram. Also it can be used for detour route in the tram networks based on the disaster management system prediction.

지중 열교환을 통한 에너지 절약방안

  • 조정식
    • 월간 기계설비
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    • s.93
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    • pp.60-75
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    • 1998
  • 지표면으로부터 일정한 깊이 이하의 토양이 보유하고 있는 지열에너지는 에너지자원을 절약하기 위해서는 매우 유용한 에너지원이 될 수도 있다. 따라서 지중에너지를 활용하기 위한 지중온도분포에 대한 해석과 그 활용면에서 도로 융설시스템 및 건물의 냉난방의 에너지원으로 이용할 수 있는 에너지절약 방안에 대한 연구개발이 추진되고 있다.

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Development of block-type sidewalk pavement system using snow-melting system (융설시스템을 이용한 조립식 보도포장 기술 개발)

  • Park, Kyungmo;Lee, Jeonguk;Kim, Changduk
    • Korean Journal of Construction Engineering and Management
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    • v.16 no.6
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    • pp.136-143
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    • 2015
  • Snow-melting system has been applied not only to roads for car traffic but also to pavement for the pedestrians safety reason in some of the developed countries such as USA and Canada based on countermeasures against Natural Disasters Act revised in 2000. Even though this system was introduced in korea in 2006 and has been partly applied to car traffic roads, there is few places that the system has been applied. Therefore, in this research a snow-melting system with a block-type to cover a pavement that efficiently transfers heat form heat rays to the top of a pavement and protects the heat rays. A quality check showed that compression and bending strength was improved approximately 5 times stronger and 7 to 10 times more absorption rate than the KS(Korea Industrial Standard) requirement. Moreover, only 10 minute was required to increase temperature above zero with a block-type snow-melting system whereas approximately 180 minute was spent with the existing system. This research is expected to contribute to environmental issues and reduce accidents on a slippery road.

A Basic Study of the Snow Melting System for the Anti-Freezing Road using the Pulsating Heat Pipe (PHP를 이용한 도로융설 시스템에 관한 기초연구)

  • Kim, J.S.;Ha, S.J.;Son, K.J.
    • Journal of Power System Engineering
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    • v.14 no.3
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    • pp.19-24
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    • 2010
  • The purpose of this study is to develop a snow melting system using the pulsating heat pipe(PHP). The experimental apparatus is consisted of a PHP, a concrete structure, a constant water thermostatic bath and a flowmeter. The experiment was performed at the outdoor air temperature of $-8^{\circ}C$ and inlet temperature of hot water of $75^{\circ}C$. PHP is the closed and non-loop type heat exchanger which is charging R-410A as an operating fluid. As experimental results, the temperature profile of vertical and horizontal orientation of concrete structure was measured with operating time. The heat flux of the snow melting was required more than 300 $W/m^2$. We confirmed that the snow melting system using the PHP was useful for anti-freezing road.

An Evaluation and Prediction of Performance of Road Snow-melting System Utilized by Ground Source Heat Pump (지열원히트펌프를 활용한 도로융설시스템의 성능 평가 및 예측)

  • Choi, Deok-In;Hwang, Kwang-Il
    • Journal of the Korean Solar Energy Society
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    • v.32 no.3
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    • pp.138-145
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    • 2012
  • Because of the climate changes and the development of building technologies, the cooling loads have been increased. Among the various renewable energies, geothermal energy is known as very useful and stable energy for heating and cooling of building. This study proposes a road snow-melting system of which heat is supplied from GSHP(Ground source heat pump) in viewpoint of the initial investment and annual running performance, which is also operating as a main facility of heating and cooling for common spaces. The results of this study is as followings. From the site measurement, it is found out that the road surface temperature above the geothermal heating pipe rose up to $5^{\circ}C$, which is the design temperature of road snow-melting, after 2 hours' operation and average COP(Coefficient of performance) was estimated as 3.5. The reliability of CFD has confirmed, because the temperature difference between results of CFD analysis and site measurement is only ${\pm}0.4^{\circ}C$ and the trend of temperature variation is quite similar. CFD analysis on the effect of pavement materials clearly show that more than 2 hours is needed for snow-melting, if the road is paved by ascon or concrete. But the road paved by brick is not reached to $5^{\circ}C$ at all. To evaluate the feasibility of snow-melting system operated by a geothermal circulation which has not GSHP, the surface temperature of concrete-paved road rise up to $0^{\circ}C$ after 2 hour and 40 minutes, and it does never increase to $5^{\circ}C$. And the roads paved by ascon and brick is maintained as below $0^{\circ}C$ after 12 hours geothermal circulation.