• 대한전기학회:학술대회논문집
• /
• 대한전기학회 2006년도 제37회 하계학술대회 논문집 전기설비
• /
• pp.87-88
• /
• 2006

There are a number of reported instances of actual pipeline rupture during power line faults caused by melting of the pipe wall. This type of hazard was considered to be among the most serious of AC effects on pipelines in an international survey, comparable to the personnel safety hazard. Moreover, resistance coupling is not only a risk when the pipeline parallels a power line but also when they cross. One method of minimizing the effects of resistive coupling is by maintaining an appropriate separation distance between the pipeline and tower. This paper investigate the experiment for separation distance between the powerline earth and pipelines.

• 한국지열·수열에너지학회논문집
• /
• 제19권2호
• /
• pp.8-19
• /
• 2023

Hydronic heated road pavement (HHP) systems have well studied and documented by many researchers. However, most of the systems run on asphalt, only a few are tested with concrete, and there rarely is a comparison between those two common road materials in their heating and cooling performance. The aim of this study is to investigate the thermal performance of the HHP, such as heat dissipation performance in winter season while focusing on the surface temperature of the concrete and asphalt pavement. For preliminary study a small-scale experimental system was designed and installed to evaluate the heat transfer characteristics of the HHP in the test field. The system consists of concrete and asphalt slabs made of 1 m in width, 1 m in length, and 0.25 m in height. In two slabs, circulating water piping was embedded at a depth of 0.12 m at intervals of 0.16 m. Heating performance in winter season was tested with different inlet temperatures of 25℃, 30℃, 35℃ and 40℃ during the entire measurement period. The results indicated that concrete's heating performance is better than that of asphalt, showing higher surface temperatures for the whole experiment cases. However, the surface temperature of both concrete and asphalt pavement slabs remained above 0℃ for all experimental conditions. The heat dissipation performance of concrete and asphalt pavements was analyzed, and the heat dissipation of concrete pavement was greater than that of asphalt. In addition, the higher the set temperature of the circulating water, the higher the heat dissipation. On the other hand, the concrete pavement clearly showed a decrease in heat dissipation as the circulating water set temperature decreased, but the decrease was relatively small for the asphalt pavement. Based on this experiment, it is considered that a circulating water temperature of 20℃ or less is sufficient to prevent road ice. However, this needs to be verified by further experiments or computational fluid dynamic (CFD) analysis.

• 한국정보통신학회:학술대회논문집
• /
• 한국정보통신학회 2022년도 추계학술대회
• /
• pp.389-391
• /
• 2022

지하에 매설된 상·하수의 노후화를 관리하기 위한 환경부와 국내 지자체의 노력이 이어지고 있다. 한국환경산업기술원의 상·하수 혁신 기술 개발사업 지원으로 노후화에 따른 사고예측 및 교환시기 관리, 신규 매설 배관에 스마트 기능을 적용하는 사업을 진행하고 있다. 이러한 연구의 하나로 본 논문에서는 전체 연구의 핵심 특징 중 하나인 디지털 트윈 기반 스마트 파이프 상태 모니터링을 위한 대시보드 개념 모델의 설계를 제안하였다. 원격 제어와 모니터링이 주요 기능 중 하나이기 때문에 분산 송수신 에이전트를 배치해 모니터링 상황을 실시간으로 시각화하고 직관적인 UI를 배치해 사용자 친화력을 높혔다. 이 제안된 특수 디지털 트윈 기반 스마트 파이프 상태 모니터링의 설계를 검증하기 위해 개념 모델 수준을 구성하고 에이전트 효과를 측정하여 우수성을 검증하였다.

• 한국컴퓨터정보학회논문지
• /
• 제19권7호
• /
• pp.95-102
• /
• 2014

지표면 아래에는 다양한 구조물들이 매설되어 있으며, 특히 도시가스 배관이나 전기 배선과 같이 문제가 발생할 경우 우리의 안전을 크게 위협할 수 있는 다양한 위험요소들이 존재하고있다. 따라서 다양한 오염물질과 접하게 되는 지하 구조물들은 부식에 대단히 민감하기 때문에 부식의 진행 정도를 정확히 파악하지 못하는 경우 가스 배관의 누설과 같은 대형 사고로 이어질 수 있다. 지금까지는 사람이 직접 지하구조물에 일일이 방문하여 수작업으로 측정하고 기록하는 방식이 주로 사용되었으나, 이 방식은 많은 인적/물적 자원이 요구되어 관리의 연속성이 떨어지게 된다. 따라서 지속적인 관리를 통해 위험요소를 신속하게 발견하기 위한 연구가 필요하며, 본 연구에서는구조물 관리 시스템에 ICT를 결합하여 이동 중인 차량에서 지하구조물에 대한 상태 정보를 무선으로 수집하고 분석하여 신속히 대비할 수 있는 시스템을 제안한다.

• 한국가스학회지
• /
• 제4권3호
• /
• pp.39-45
• /
• 2000

일반적으로 대부분의 GIS(Geographic Information System)는 단지 시설물의 지리적인 속성 정보로 위치, 관경. 길이 등의 자료만 데이터 베이스화하여 운용하고 있다. 그러나 최근 시설물 소유자들은 시설물을 안정하게 유지하기 위해 부식 정보가 중요하다는 것을 인식하기 시작하고 있다. 이에 발맞추어 대부분 대형 시설물(가스배관, 송유관, 상하수도관 등) 소유자들은 부식을 방지할 수 있는 전기방식설비(電氣防蝕設備)들을 갖추고 있는 실정이다. 따라서 본 논문에는 GIS 연계형 부식예측시스템을 개발함으로써, 기존에 구축된 GIS의 활용도를 높일 뿐만 아니라 부식률을 미리 예측하여 시설물관리를 체계적으로 관리할 수 있도록 하였다 여기서 부식예측알고리즘은 세계 최초로 지중시설물에 대하여 개발한 것이며 현장적용을 통한 신뢰성확보를 하고 있는 중이다. 본 논문에서는 GIS의 부식정보 관련 D/B 구축, 방식대상물과 방식설비의 수명예측 알고리즘, 간섭해석 알고리즘에 대하여 기술하였다.

• 한국산업융합학회 논문집
• /
• 제23권5호
• /
• pp.757-763
• /
• 2020

City gas buried pipes are managed by corrosion protection to prevent corrosion. In the case of the press-in section, the double pipe and the main pipe may cause corrosion under the influence of stray current, which can shorten the life of the pipes. In addition, if the insulator is filled in the press-in section, the press-in section itself is a single structure, and can be directly affected by external impact, and when the surrounding ground subsidence occurs, the stress may be concentrated, resulting in serious consequences. In this study, a serration-type shock absorber in the form of a sliding support was proposed as a new buried double piping construction method using EPS. The serration-type shock absorber can contribute to the improvement of the integrity of the buried double piping, as it can utilize the gas piping's own ductility and stress distribution characteristics with proper anti-corrosion management and shock-absorbing material properties by preventing contact inside the buried double pipe. However, for application to ground piping, there remains a task to supplement the vulnerability against fire due to the characteristics of EPS materials.

• 한국음향학회:학술대회논문집
• /
• 한국음향학회 2004년도 춘계학술발표대회 논문집 제23권 1호
• /
• pp.225-230
• /
• 2004

Leak noise is a good source to identify the exact location of a leak point of underground water pipelines. Water leak generates broadband noise from a leak location and can be propagated to both directions of water pipes. However, the necessity of long-range detect ion of this leak location makes to identify low-frequency acoustic waves rather than high frequency ones. Acoustic wave propagation coupled with surrounding boundaries including cast iron pipes is theoretical analyzed and the wave velocity was confirmed with experiment The leak locations were identified both by the acoustic emission (AE) method and the cross-correlation method. In a short-range distance, both the AE method and cross-correlation method are effective to detect leak position. However, the detect ion for a long-range distance required a lower frequency range accelerometers only because higher frequency waves were attenuated very quickly with the increase of propagation paths. Two algorithms for the cross-correlation function were suggested and a long-range detection has been achieved at real underground water pipelines longer than 300m.

• 대한기계학회:학술대회논문집
• /
• 대한기계학회 2001년도 추계학술대회논문집A
• /
• pp.32-37
• /
• 2001

As increasing underground facilities, more effective management is needed nowadays. It is important to get an accurate information of underground facilities to manage that, so some methods of detecting location - electromagnetic induction method, ground penetration radar method, sonic method - are used to obtain the information of underground facilities. In this study, a magnetic method to detect underground facilities was developed. In the magnetic method, underground facilities are detected by a detector and the magnetic marker which is a permanent magnet and used to marking the location by attaching underground facilities. A proper characteristic of the magnetic marker was optimized by maxwell 20 magnetic field analysis tool, a test field was constructed with the magnetic marker, PVC pipe, and steel pipe under ground 1.5m, and the detector was made by modifying a common ferromagnetic detector. Magnetic strengths of the magnetic marker were measured by the detector at each location in the test field, and analyzed by magnetic field analysis tool in the same condition. In the result, the underground pipes were detectable within the deviation ${\pm}20cm$ at PVC pipe and ${\pm}10cm$ at steel pipe respectively. The steel pipe was more detectable by ferromagnetism. The developed magnetic method can be applied to maintain and manage underground facilities.

• 한국정밀공학회지
• /
• 제20권9호
• /
• pp.63-69
• /
• 2003

As increasing underground facilities, more effective management is needed nowadays. It is important to get an accurate information of underground facilities to manage that, so some methods of detecting location - electromagnetic induction method, ground penetration radar method, sound wave method - are used to obtain the information of underground facilities. In this study, a magnetic method to detect underground facilities was developed. In the magnetic method, underground facilities are detected by a detector and the magnetic marker which is a permanent magnet and used to marking the location by attaching underground facilities. A test field was constructed for experiment with the magnetic marker, PVC pipe, and steel pipe under ground 1.5m, and a ferromagnetic detector was used for measurement. Magnetic strengths of the magnetic marker were measured by the detector at each location in the test field, and analyzed by magnetic field analysis tool in the same condition. In the result, the underground pipes of 1.5m below were detectable within the deviation $\pm$0.2m. When For applying this method, it should be considered that ferromagnetic materials around the detector could affect a measured value.

• 동력기계공학회지
• /
• 제17권2호
• /
• pp.56-62
• /
• 2013

A technique is presented that uses a circular waveguide for the measurement of the bulk shear (S-wave) velocities of unconsolidated, saturated media, with particular application to near surface soils. The technique requires the measurement of the attenuation characteristics of the fundamental torsional mode that propagate along an embedded pipe, from which the acoustic properties of the surrounding medium are inferred. From the dispersion curve analysis, the feasibility of using fundamental torsional mode which is non-dispersive and have constant attenuation over all frequency range is discussed. The principles behind the technique are discussed and the results of an experimental laboratory validation are presented. The experimental data are best fitted for the different depths of wetted sand and the shear velocities are evaluated as a function of depths. Also the characteristics of the reflected signal from the defects are examined and the reflection coefficients are calculated for identifying the relation between defect sizes and the magnitude of the reflected signal.