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180° 곡관을 갖는 원형 혼합배관에서 분기관의 설계인자에 따른 유동특성에 관한 연구A Study on Flow Characteristics According to Design Parameters of Branch Pipe in Circular Mixing-tee with 180°Curved Pipe

Other Titles
A Study on Flow Characteristics According to Design Parameters of Branch Pipe in Circular Mixing-tee with 180°Curved Pipe
Authors
이형민김광추임종한윤준규
Issue Date
Apr-2020
Publisher
한국기계기술학회
Keywords
Circular mixed tee(원형 혼합배관); Branch pipe(분기관); RSM(Reynolds Stress Model); Velocity distribution(속도분포); Exit straight length(출구직관거리)
Citation
한국기계기술학회지, v.22, no.2, pp.274 - 282
Journal Title
한국기계기술학회지
Volume
22
Number
2
Start Page
274
End Page
282
URI
https://scholarworks.bwise.kr/gachon/handle/2020.sw.gachon/41925
DOI
10.17958/ksmt.22.2.202004.274
ISSN
1229-604X
Abstract
This study is carried out to analyze the velocity distribution for each location and the uniformity index according to straight distance on exit side by changing the design factors of branch pipe connected to 180° circular mixing-tee using RSM(Reynolds Stress Model) turbulence model. As the results of the flow characteristics according to hydraulic diameter, the velocity profiles in the 90° sectional area are generally similar. In the 180° section, the maximum velocity point shows Y/D=0.7~0.8 after rapid increase of the flow velocity. In the result according to the distance away from inlet, the maximum velocity point in the 90° sectional area is located in outer side of the curved pipe as the distance away from inlet increases. In the 180° sectional area, the maximum velocity point is showed in Y/D=0.7~0.8 after the rapid increase of the flow velocity regardless of the variation of branched distance. In case of inclined angle, the maximum velocity point in the 90° sectional area is located in outer side of the curved pipe as the inclined angle increases. In the 180° sectional area, the maximum velocity point is observed in Y/D=0.8 regardless of the inclined angle. In addition, the uniformity index of flow velocity shows that it is stabilizing after approximately L/D=40 away from the end of the curved pipe regardless of the flow factors in the branch pipe.
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