전산유체해석(CFD)을 이용한 밸브의 급폐쇄에 따른 다중 배관 수격 현상에 관한 연구Study on a Multi-pipe Water Hammer Phenomenon by using CFD of Rapid Valve Closing
- Other Titles
- Study on a Multi-pipe Water Hammer Phenomenon by using CFD of Rapid Valve Closing
- Authors
- 박노석; 김성수; 강문선; 최종웅
- Issue Date
- 2013
- Publisher
- 대한상하수도학회
- Keywords
- 수충격; 급폐쇄; 다중 배관; 주파수; CFD; water hammer; rapid closure; CFD; multi piping network; frequency
- Citation
- 상하수도학회지, v.27, no.4, pp 479 - 487
- Pages
- 9
- Indexed
- KCI
- Journal Title
- 상하수도학회지
- Volume
- 27
- Number
- 4
- Start Page
- 479
- End Page
- 487
- URI
- https://scholarworks.gnu.ac.kr/handle/sw.gnu/21313
- ISSN
- 1225-7672
2287-822X
- Abstract
- This study was to investigate characteristics for the pressure wave propagation and the maximum pressure near a rapid closure valve which was installed the end of multi piping network. The multi piping network consists of one inlet and three outlet with straight pipes. The diameter of the pipes including the valve was 100 mm, 80 mm, 80 mm respectively. The valve was rapidly closed with the instantaneous time which was 0.023s in the level for the water hammer. For the simulation, the influence of the pipe thickness and deformation due to pressure-wave-propagation was not considered. CFD was conducted under the following condition : the initial pressure was 1bar in the inlet and the mass flow rate was 7.83 kg/s in the outlet(the velocity in the pipe with 100 mm diameter was 1 m/s). As the valve have conditions that were status with and without fluid flow in the pipe after valve closing, the maximum pressure change and the frequency analysis were examined. As the results, the case that was status with fluid flow appeared the higher maximum pressure than another’s, the maximum frequency band was about 10 ~ 11 Hz.
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Collections - 공과대학 > Department of Civil Engineering > Journal Articles

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