• Title/Summary/Keyword: 관 파손

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Development of a Rotation Swab Pig Method for Cleaning Water Pipes (상수관의 세척을 위한 회전식 스왑피그 공법 개발)

  • Kicheol Lee;Jaeho Kim;Kisung Kim;Jeongjun Park
    • Journal of the Korean Geosynthetics Society
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    • v.23 no.2
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    • pp.63-75
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    • 2024
  • Drinking water is an essential element to ensure the basic human right to live, and the quality of clean water must always be ensured. However, domestic water facilities, which were installed intensively in the early 2000s, are deteriorating. The accidents such as discoloration of water such as chromaticity and turbidity as well as leakage of substances frequently occur. However, since it is virtually impossible to replace all water pipes, the detailed standards for maintenance of water pipe network facilities established in 2021 require water pipe cleaning. The swab pig method, one of the water pipe cleaning methods, is a method of physically removing substances in pipes and is evaluated as having the highest cleaning efficiency. However, Swab is highly likely to be damaged or deformed during the cleaning process, and may even be lost. Therefore, in this study, the material of the pig was changed to a material with high compressibility, and it was made as close as possible to the inner wall of the water pipe. And, to maximize cleaning efficiency, a rotation swab pig with a rotation blade was developed. In addition, high-strength wire and winding equipment were additionally developed to eliminate the possibility of loss and to determine the location of the pig. The inlet and outlet are connected with wires, and after verifying the performance of each detailed technology, the technology was applied on a test bed with a 30m section. As a result of the application, the performance of the technology was verified by measuring the process time and evaluating applicability.

A Fundamental Study on the Application of Water Souuble Pouch for Ground Reinforcement (지반보강용 수용성파우치(PVP)의 활용을 위한 기초적 연구)

  • Jung, Dongho;Kim, Kiho;Kim, Joo-Hyun;Han, Jung-Geun
    • Journal of the Korean Geosynthetics Society
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    • v.16 no.2
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    • pp.121-129
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    • 2017
  • There have been a number of water and sewer pipe breakdown reports followed by ground subsidence. Also, the excavating works for construction due to overcrowding of city have been common. Particularly, in urban areas ground becomes unstable because of the lowered lifeline sinkage followed excavation and backfilling. In order to solve the problem, some reinforcement works for ground by rod tamping or grouting have been applied. However, it is hard to predict when the buried utilities in underground will be damaged. Also, there is a limit for the underground exploration and investigation methods. Therefore, in this study, the estimated about the water soluble polymer pouch including poor mixed admixture which is designed to eliminate the dangerous factors. The reinforcement strength of this method was confirmed by verifying three points: meltiness in a certain period, water solubility in the ground water level, and characteristics of the pouch, which can be stored in daily conditions. It is also proved that this method allows to keep the ground from getting weakened in the installation of water and sewer pipe along with back filling materials.

Fuzzy Techniques to Establish Improvement Priorities of Water Pipes (상수관로 개량 우선순위 수립을 위한 퍼지 기법)

  • Park, Su-Wan;Kim, Tae-Young;Lim, Ki-Young;Jun, Hwan-Don
    • Journal of Korea Water Resources Association
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    • v.44 no.11
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    • pp.903-913
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    • 2011
  • In this paper important factors in determining improvement priorities for water pipes were categorized into the effects of a pipe failure to entire pipe network and the characteristics of individual pipe. Subsequently, mathematical models that can quantify these factors were developed using the Fuzzy techniques. The effects of a pipe failure to entire pipe network and the characteristics of individual pipe that were estimated byFuzzy techniques were coined as Fuzzy Importance Index and Fuzzy Characteristic Index, respectively. The Fuzzy Characteristic Index was further categorized into Fuzzy Deterioration Index and Fuzzy Difficulty Index. Considerations were given to applying weights to specific factors in the developed model depending on the circumstances of model applications. To provide an example of the methodology an example pipe network, Net3, of the EPANET program was used. The Fuzzy Importance Index (FII) and Fuzzy Deterioration Index (FDI) were calculated for the Net3 network by considering the hydraulic effects of a pipe failure on the entire pipe network and the pipe deterioration as one of the individual pipe characteristics. Subsequently, the improvement priorities of the pipes in the Net3 pipe network were established based on the FII and FDI.

Deformation Behavior of Underground Pipe with Controlled Low Strength Materials with Marine Dredged Soil (해양준설토 CLSM을 이용한 지하매설관 변형특성)

  • Lee, Kwan-Ho;Kim, Ju-Deuk;Hyun, Seong-Cheol;Song, Yong-Seon;Lee, Byung-Sik
    • Journal of the Korean Society of Hazard Mitigation
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    • v.7 no.5
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    • pp.129-137
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    • 2007
  • It is very urgent to research the proper recycling method of marine dredged soil as construction material for environmental conservation. Couple of developed countries have been lots of related researches on recycling of marine dredged soil for marine environmental conservation. This is highly imperative in our country. A small-scaled model test for underground pipe has been conducted on the use of controlled low strength materials with marine dredged soil. The flexible pipe, which is called PVC, was used. Four different testing materials, such as natural sand, insitu-soil, sand-CLSM with marine dredged soil and insitu-soil CLSM with marine dredged soil, were used. The vertical and lateral displacement of pipe with CLSM is one tenth of common granular materials. Also, the use of CSLM showed lower lateral and vertical pressure than that of common granular materials. The main reason is the effect of cement hardening of CLSM. This could increase of the stiffness of pipe with backfill materials. In this study, the data presented show that marine dredged soil and in-situ soil can be successfully used in CLSM and reduce the deformation and earth pressure on flexible pipe.

Analysis of Stray Current Interference between Underground Pipelines and DC Electric Railways (매설배관과 직류전기철도의 표유전류 간섭분석)

  • Ha Y.C.;Bae J.H.;Ha T.H.;Lee H.G.;Kim D.E.
    • Journal of the Korean Institute of Gas
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    • v.10 no.3 s.32
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    • pp.41-47
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    • 2006
  • When an underground pipeline runs parallel with DC electric railways, it suffers from electrolytic corrosion caused by the stray current leaked from the railway negative returns, i.e., the rails. Perforation due to the electrolytic corrosion may bring about large-scale accidents even under cathodically protected condition. Traditionally, drainage bonding methods have been widely used as a mitigation method for stray current interference. In particular, the increased adoption of forced drainage method to gas pipelines makes the interference much more sophisticated. In this paper, we analyze the electric interference between pipelines and railways from the results of field investigation carried out in Seoul and Busan.

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Effect of the Inner Material and Pipe Geometry on the Flow and Induced Radiated Noise (파이프 내 흡음재 및 형상에 따른 유동 및 방사소음에 대한 수치해석적 연구)

  • Lee, Su-Jeong;Lim, Hee-Chang
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.38 no.5
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    • pp.423-430
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    • 2014
  • Noise and vibration, which occur in a pipe, are usually caused by the interaction between the turbulent flow and nearby wall. Although it can be estimated by a simple case of expanded pipes having complex turbulent flow, the radiated noise is highly dependent upon the size, shape, and thickness of the given model. In addition, the radiated noise propagates and has serious interference and destabilization effects on the surrounding systems, which can lead to fatigue fracture and failure. This study took advantage of the variety of commercial programs, such as FLUENT (flow solver), NASTRAN (dynamic motion solver of complex structures) and VIRTUAL LAB (radiated noise solver) based on the boundary element method (BEM), to understand the underlying physics of flow noise. The expanded pipe has separation and a high pressure drop because of the abrupt change in the cross-section. Based on the radiated noise calculations, the noise level was reduced to around 20 dB in the range of 100-500 Hz.

A Study on Automatic Sensing Device for Water Leakage of Cooling Pipe at Blast Furnace by Use The Electronic System (전자제어 장치를 이용한 용광로 냉각관 누수 지동 감지장치 개발에 관한 연구)

  • Kang, Chang-Soo;Kang, Ki-Seong
    • 전자공학회논문지 IE
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    • v.46 no.4
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    • pp.25-30
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    • 2009
  • The cooling water circulation pipes had been used to drop the temperature of refractory outside shell of blast furnace by cooling plate or stave type. They were attacked by surrounding CO gas and it was the cause that they were corroded and the water inflow in the refractory due to leakage of water. So, the life of refractory material was shorten and changed for the worse the conditions of blast furnace. The automatic sensing device for water leakage of cooling pipe was developed to check the position of trouble by use the micro-process system when cooling water leak and then CO gas will be inflowed into the cooling pipe at the leakage position. The inflowed CO gas will be detected in the micro-process system and delivered the detected position of cooling plate or stave to main control room through the wireless-radio relay station. This system can be possible to detect the position of cooling plate or stave the water leakage part immediately and then deliver the signal to main control room by use the micro-process system and wireless-radio relay station. This system will develop the working condition from manual system to unmanned auto alarm system.

Thermal Resistant Characteristics of Flowable Backfill Materials Using Surplus Soil for Underground Power Utilities (굴착잔토를 재활용한 지중 전력케이블 유동성 뒤채움재의 열저항 특성)

  • Oh, Gidae;Kim, Daehong
    • Journal of the Korean GEO-environmental Society
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    • v.11 no.10
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    • pp.15-24
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    • 2010
  • In the case of underground power utilities pipe such as circular pipe, the most difficult problem is low compaction efficiency of the bottom of pipe inducing the failure of utilities. To overcome this problem, various studies have been performed and one of these is CLSM(Controlled Low Strength Materials) accelerated flow ability. But underground power utilities pipe backfill materials is also needed to have good thermal property that can dissipate the heat as rapidly as it is generated. So, in this study, we performed thermal resistancy test for various materials such as sand, weathered soil, clay and mixed soil to analyze the thermal characteristics of CLSM(Controlled Low Strength Materials) with accelerated flow ability for various conditions(water content, unit weight, void ratio, curing time) and to evaluate the applicability for backfill material of underground power utilities pipe. The test results of 16 specimens for thermal resistancy test showed good thermal property that maintained below $85^{\circ}C\;cm/W$.

Design Concept and Technology Development of a Double-Wall-Tube Steam Generator (이중벽관 증기발생기의 설계개념 기술개발)

  • Nam, Ho-Yun;Choi, Byoung-Hae;Kim, Jong-Bum
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.34 no.9
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    • pp.1217-1225
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    • 2010
  • The possibility of a sodium-water reaction occurring in a conventional single-wall-tube steam generator in an SFR is a major problem. To improve the reliability of a steam generator, a double-wall-tube steam generator that can reduce the possibility of the occurrence of a sodium-water reaction is being developed. Current developments are focusing on improving the heat-transfer capability of a double-wall tube; further, the development of a leak-detection method to detect the occurrence of a sodium-water reaction during the reactor operation is also underway. In this study, new concepts, which will solve the above-mentioned problems, have been developed. Accordingly, a double-wall tube has been designed, fabricated, and mechanically tested for the purpose.

Comparison of the Friction-Loss Coefficient for the Gap of Two Contact Surfaces and a Crack (접촉한 두 평면과 균열한 틈새에서의 유동마찰계수 비교)

  • Nam, Ho-Yun;Choi, Byoung-Hae;Kim, Jong-Bum;Lee, Young-Bum
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.35 no.10
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    • pp.1075-1081
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    • 2011
  • A leak-detection method has been developed by measuring the pressure variation between the inner and outer heattransfer tubes of a double-wall tube steam generator. An experiment was carried out to measure the leak rate in the gap between two surfaces pressed with a hydraulic press in order to simulate the phenomena, and a correlation was determined for the leak rate in a micro gap. However, in the correlation, the gap width and friction coefficient were coupled with the surface roughness, which affects the two parameters. The two parameters were separated using a surface-contact model to develop a correlation for the friction coefficient. The correlation was compared with the existing correlations used for crack analysis. Although the applied ranges of Reynolds numbers were different, the developed correlation for Reynolds numbers of 0.1.0.35 showed similar tendencies to existing correlations used for higher Reynolds numbers.