• Title/Summary/Keyword: Ductile iron pipe

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The leak signal characteristics and estimation of the leak location on water pipeline (상수도관의 누수신호 특성 및 누수지점 추정에 관한 연구)

  • Park, Sangbong;Kim, Kibum;Seo, Jeewon;Kim, Jueon;Koo, Jayong
    • Journal of Korean Society of Water and Wastewater
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    • v.32 no.5
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    • pp.461-470
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    • 2018
  • In this study, the leak signal was measured by using an accelerometer to analyze the basic data and methodology for the development of the leak point estimation method in the water supply pipe. The measured results were analyzed by frequency analysis and cross-correlation analysis for leakage signals, and the error range was compared and analyzed with the actual leak point distance. As a result, it was confirmed that the vibration intensity due to leakage from the water leakage point was attenuated according to the distance. In the case of the ductile iron casting used in the experiment, the intensity of the signal at the 945 Hz, 1,500 Hz, 2,300 Hz band was increased with the change of the pressure in the pipe at 4mm of leakage hole. Also, it was confirmed that as the water pressure increases, the intensity of the leak signal increases but the similarity of the signal decreases. The results of this study confirm that the accelerometer sensor can be used efficiently for leak detection and it can be used as a basic data for the analysis for the development of leak point estimation method in the future.

Study on Seismic Fragility Analysis of Water Supply Facilities (상수도 시설물의 지진 취약도)

  • Lee, Changsoo;Shin, Deasub;Lee, Hodam
    • Journal of the Society of Disaster Information
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    • v.11 no.1
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    • pp.35-43
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    • 2015
  • In this study, The failure of water supply facilities is categorized into two phases: functional failure and complete collapse. The fragility curve of water supply facilities under PGA has been developed for two loading cases: actual overseas earthquake and Korean artificial earthquake. The seismic fragility of water supply facilities has been analyzed and compared about failure phases and PGA. From the analysis results, the probability of failure of the wrapped steel pipe and ductile case iron pipe under Korean artificial earthquake has been shown as lower than that under actual overseas earthquake in the range from 0.1 to 0.4. The suggested seismic fragility curve by using Korean artificial earthquake can be exploited in a reasonable seismic design reflecting Korean local ground condition.