• 한국유체기계학회 논문집
• /
• 제4권4호
• /
• pp.16-21
• /
• 2001

The field tests on the waterhammer were carried out for PalDang intake pumping station of the metropolitan water supply 5th stage project. The pumping station was equipped with the pump control valve as the main surge suppression device and the surge relief valve as auxiliary. However, the pump control valve had not been early controlled in the planned closing mode, and the slamming occurred to the valve which abruptly closed during the large reverse flow. Because the pressure wave caused by the pump failure was superposed on the slam surge, the upsurge increased so extremely that the shaft of the valve was damaged. It was desirable that the surge relief valve was installed in the pumping station or near the pump exit for the delay of response. After reforming the oil dashpot of the pump control valve, the sliming disappeared and the measured pressure was in fairly good agreement with the results of simulation. In case of three pumps for ${\phi}2,600$ pipeline being simultaneously tripped, the pressure head in the pumping station increased to 95.6 m, and the upsurge caused by the emergency stop of four pumps for ${\phi}2,800$ pipeline was 89.6m. We concluded that the pumping station acquired the safety and reliability for the pressure surge.

• 한국유체기계학회 논문집
• /
• 제8권4호
• /
• pp.20-26
• /
• 2005

When the pumps are started or stopped for the operation or tripped due to the power failure, the hydraulic transients occur as a result of the sudden change in velocity. The field tests on the waterhammer were carried out for Pangyo booster pumping station in which had six booster pumps and two in-line pumps with the motor of output 1,700 kW, respectively. The booster pumping station was equipped with the pump control valve as the main surge suppression device, and the surge relief valve as auxiliary one. But the pump control valve had not early controlled in the planned closing mode, the slamming occurred to the valve of which abruptly closed during the large reverse flow. Because the positive pressure wave caused by the pump failure was superposed on the slam surge, the upsurge increased so extremely that the pump control valve was damaged. After the air chambers were additionally installed in the booster pumping station, it was preyed that the water supply system acquire the safety and reliability on the pressure surge.

• 한국유체기계학회 논문집
• /
• 제3권4호
• /
• pp.52-58
• /
• 2000

The numerical study on the waterhammer was carried out for the intake pumping station of the metropolitan water supply 6th stage project. Because the waterhammer problems as a result of the pump power failure were the most important, these situations were carefully investigated. The surge tank and the stand pipes effectively protected the tunnels md the downstream region of pipeline from the pressure surge. In case the moment of inertia of the pump and motor was above $5080\;kg{\cdot}m^2$, the column separation did not occur in the pipeline between the pumping station and the inlet of 1st tunnel. As the moment of inertia increased, the pressure surges decreased in the pipeline conveying raw water. The pump control valve was chosen as the main surge suppression device for the intake pumping station. After power failure, the valve disc should be rapidly closed in 2.5 seconds and controlled the final closure to 15 seconds by the oil dashpot. If the slamming happened to the pump control valve, there was some danger of this system damaging. As the reverse flow through the valve increased, the upsurge extremely increased.

• 드라이브 ㆍ 컨트롤
• /
• 제18권3호
• /
• pp.23-29
• /
• 2021

Hydrogen energy is the clean energy source of the future. Ultra-high-pressure hydrogen is used in hydrogen stations, with its parts being developed. On the other hand, ultra-high-pressure ball valve, which is one of its parts, depends on overseas, with the level of domestic research on this being only about 10% of advanced technology research on this abroad. In this study, the shape of an ultra-high-pressure ball valve for a hydrogen station was designed to improve its structural strength. The valve body was designed according to distance between both processed body holes along inlet and outlet ports. The designed vale body was then analyzed using ANSYS to check whether points with stress were concentrated. In addition, the valve with improved body was analyzed to confirm that the valve satisfied the design condition.

• 유체기계공업학회:학술대회논문집
• /
• 유체기계공업학회 2004년도 유체기계 연구개발 발표회 논문집
• /
• pp.208-216
• /
• 2004

The waterhammer occured when the pumps are started or stopped for the operation or tripped due to the power failure, the hydraulic transients occur as a result of the sudden change in velocity. The field tests of the waterhammer were carried out for PanGyo booster pumping station. The PanGyo pumuing station was installed booster pump of 6 sets and in-line pump of 2 sets. The main surge suppression device was equipped with the pump control valve and the surge relief valve as auxiliary. However, the pump control valve had not early controlled in the planned closing mode, and the slamming occurred to the valve of which abruptly closed during the large reverse flow. Because the pressure wave caused by the pump failure was superposed on the slam surge, the upsurge increased so extremely that the shaft of the valve was damaged. After the addition surge suppression device was equipped with air chamber. Further more in-line pump is needed surge suppression device that the pumping station acquired the safety and reliability for the pressure surge.

• 한국가스학회지
• /
• 제12권2호
• /
• pp.105-109
• /
• 2008

안전밸브는 정압기지 내에 정압기의 파괴 또는 관 내 수분의 응축 등으로 인한 관내 압력의 비정상적인 증가를 자동적으로 완화시켜주는 메커니즘을 가지고 있는 밸브이다. 따라서 정압기지의 안전을 위해서 안전밸브의 유동 특성과 유동 형태를 살펴보는 것은 매우 중요하다. 본 논문은 안전밸브의 분출용량과 필요분출면적에 따른 유동 특성을 수치해석을 통해서 분석하였다. 본 결과를 국내 외 안전밸브 관련 규정인 미국의 API(America Petroleum Institute), 유럽 연합의 EN(European Standard), 프랑스의 NF(Norme Francise)를 이용하여 분석, 비교하였다. 또한 안전밸브의 최대 필요 분출 면적을 이용하여 국내 및 국외 규정을 각각 적용하였을 때의 안전밸브의 필요 설치 수량에 대한 고찰을 해보았다.

• 유체기계공업학회:학술대회논문집
• /
• 유체기계공업학회 2004년도 유체기계 연구개발 발표회 논문집
• /
• pp.199-207
• /
• 2004

Water supply facilities are recently getting larger according as domestic waterworks become multi regional water supply system. Large water supply facilities generally consist of the intake pumping station, water treatment station and water supply & distribution facilities. Although pumping stations and pipeline systems are used to pump up water, it often happens pipeline damage and flooding accident by the water hammer. As a result of this study, a pumping station is guaranteed by the computer simulation and field test analysis. Therefore these are contributed safety operation in pumping station through adjustment of the pumping station safety plan, air valve and valve closing time.

• 상하수도학회지
• /
• 제13권2호
• /
• pp.95-104
• /
• 1999

A simulation of water hammer, introduced by abruptly varied motion of a pumping machine, was performed at a one of typical pumping station in Korea. Impact of hydraulic structure such as check valve, pressure relief valve and air valve in mitigating water hammer effect was estimated gradually. Method of characteristic was employed for the effective calculation of discharge and head. The relationship between various hydraulic structures and flow was properly integrated on the base of the method of characteristic. The methodology in this approach can provide significant contribution in decision making procedure for the design of hydraulic structure at a typical pumping station in Korea.

• 한국유체기계학회 논문집
• /
• 제8권5호
• /
• pp.22-28
• /
• 2005

As the water supply facilities are recently getting larger, the domestic waterworks become multi-regional water supply system. Large water supply facilities generally consist of the intake pumping station, water treatment plant and water supply/distribution facilities. Although the pumping stations and the pipeline systems are used to pump up water, it often happens pipeline damage and flooding accident by the water hammer. In this paper, the intake pumping station is guaranteed by both the computer simulation and the field test analysis. This study is contributed to the safe operation program for the pumping station in which results of the adjustment on the safety plan of the pumping station, the air valve and the valve closing time.

• 한국화재소방학회논문지
• /
• 제17권1호
• /
• pp.8-20
• /
• 2003

천연가스는 서울에서 새로운 도시가스로서 지하배관망루 벨브스테이션을 통하여 공급되어 왔다. 그러나 천연가스는 편리함과는 대조적으로 운송시스템의 오류 또는 부주위한 취급으로부터 화재 및 폭발을 야기할 수 있는 매우 실제적인 잠재위험성을 가지고 있다. 따라서 이 연구의 주요 목적은 전형적인 배관망을 구성하는 공급설비의 신뢰성을 평가한 후 주요 잠재위험성의 확인 및 위험성평가를 수행하는 것이다. 본 연구에서는 Fault Tree Analysis와 Event free Analysis에 의해 서울의 임의의 지점 두 곳을 설정하여 최종적인 단계(top event)로서 밸브기지의 소규모 누출과 대규모 누출, 각 도시가스회사로의 천연가스공급중단을 설정하여 각각에 대한 발생빈도의 값을 알아보았다. 그 결과 소규모 누출시 DC, DS 밸브기지에 대하여 각각 3.29, 1.41의 값으로 나타났으며, 대규모 누출에 대하여는 1.90$\times$$10^{-2}$, 2.32$\times$$10^{-2}$, 또한 도시가스회사로의 천연가스공급중단에 대한 각각의 기지에 대한 수치는 2.33$\times$$10^{-2}$, 2.89$\times$$10^{-2}$로 나타났다. 또한 단위 지역 공급설비에 대한 전체적인 신뢰도와 기기별 신뢰도의 계산함으로서 기기와 공급망간의 상호관계성의 인식과, 전체 설비 굽에서 중요한 부분과 좀더 강조되어야 할 부분을 찾아내기 위해 Minimal Cut Set 방법을 사용한 결과, DC 밸브기지의 경우, 기기단위별로는 6, 7, 26, 27 등이 취약함을 보여주고 있으며, 또한 basic event 26, 27의 조합으로 인한 천연가스공급중단의 위험이 가장 크므로 이 부분에 대해서 하나의 라인이 병렬로 추가되어야만 좀더 안정적이고 위험부담이 적은 시스템으로 운영할 수 있다. 이러한 경우 공급중단의 고장율이 1/4로 줄어드는 효과를 가지게 된다. DS 밸브기지의 경우, basic event 4가 천연가스공급중단의 원인의 92%를 차지하고 있다. 그러므로 이 부분의 portion을 낮춰준다면 전체의 고장율도 낮춰질 수가 있고 이 부분에 같은 종류의 라인을 추가로 설치하면 고장율이 약 1/10로 줄어드는 효과를 보게 된다. 또한 기기단위별로는 6, 7, 26, 27 등이 가장 취약한 것으로 나타났다. 이 부분에 대해서는 안전장치나 설비를 추가로 갖추거나, 혹은 점검기간의 주기를 줄이도록 하는 것이 필요하다. 향후 본 연구에서 다루어진 신뢰도 측정방법을 각 공급설비에 대해 적용한다면 좀 더 효율적으로 공급설비의 신뢰도를 계산, 분석할 수 있고, 천연가스공급설비의 안전성 향상에 도움이 될 것으로 기대된다.