• Title/Summary/Keyword: 비만관 유동

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A Similarity of the Velocity Profiles According to Water Depth in Partially Filled Circular Pipe Flows (비만관 상태의 원형관로에서 수위에 따른 속도분포의 상사성)

  • Yoon, Ji-In;Kim, Young-Bae;Sung, Jae-Yong;Lee, Myeong-Ho
    • Journal of the Korean Society of Visualization
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    • v.6 no.2
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    • pp.28-32
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    • 2008
  • Contrary to the flow rate in fully filled pipe flows, the flow rate in partially filled pipe flows is significantly influenced by the variation of water level, channel slop, and so on. The major difference in these two flows results from the existence of a free surface. To make it clear, in the present study, a similarity of the velocity profile in a partially filled circular pipe has been investigated according to the water level. A particle image velocimetry (PIV) technique was applied to measure the three-dimensional velocity profiles. As a result, there is found a similarity of the velocity profile near the central region. However, near the side wall, the similarity is broken due to the interaction between the wall and the free surface.

A study on flow characteristics in a partially filled open channel (비만관 개수로 유동 특성 연구)

  • Choi, Jung-Geun;Sung, Jae-Yong;Lee, Myeong-Ho;Lee, Suk-Jong
    • 한국가시화정보학회:학술대회논문집
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    • 2006.12a
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    • pp.73-77
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    • 2006
  • Flow rate measurement is one of the difficult problems in the industrial applications. Especially, flow rate in a partially filled pipeline is affected by many parameters such as water level, channel slop, etc. In the present study, prior to the development of a flowmeter, the flow characteristics has been investigated by particle image velocimetry (PIV) measurements. Three-dimensional velocity distributions were obtained from sectional measurements of velocity profiles according to the water level. As a result, it is found that there is no similarity in the velocity profile when the lateral position is changed. In addition, the maximum velocity does not always occur on the free surface. It depends on the water level. In the aspect of flow rate measurement, the previous calculus based upon point measurement techniques is proved to be inaccurate because of the lack of whole flow information.

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