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Experimental Investigations on Air Entrainment Through an Air Vent Installed on a Gated Conduit of a Reservoir

저수지 취수시설의 공기관을 통한 공기연행에 대한 실험적 연구

  • Received : 2012.06.05
  • Accepted : 2012.11.18
  • Published : 2013.02.04

Abstract

In this study, factors that affect the air entrainment within a closed conduit by air drawn in through an air vent are investigated using a hydraulic scale model, which represents a gated circular conduit system connected to the intake tower of an irrigation reservoir. In addition, using data obtained during the hydraulic experiments, experimental equations are developed to estimate the amount of air drawn in through the air vent. In case of pressurized flow conditions downstream of hydraulic jumps, the relationships between $\frac{Q_a}{Q_w}$ and $Fr_g-1$ of the data form a experimental equation, $\frac{Q_a}{Q_w}=0.0304(Fr_g-1)^{1.0622}$; in case of free surface flow conditions, $\frac{Q_a}{Q_w}=0.0271(Fr_g-1)^{1.8205}$. Comparing two data sets observed under the two flow regimes with the results of previous researchers, patterns of the data sets are similar to the results estimated using the equations presented previously, and this indicates that the quality of the data obtained during the hydraulic experiments is ensured. In addition, it is revealed that air entrainment phenomena in the regions close to air vents are affected by the characteristics of supercritical flows downstream of gates. Finally, it is concluded that the equation developed for pressurized flow conditions can be applied to design of air vents.

본 연구에서는 저수지 취수탑에 연결된 방류관의 게이트 직하류에서 발생하는 공기연행현상에 영향을 미치는 인자들을 수리모형실험을 통해서 파악하였다. 또한 측정자료의 $\frac{Q_a}{Q_w}$$Fr_g-1$ 관계를 이용하여 공기관의 연행공기량 추정식을 개발하였다. 측정된 자료는 게이트 하류 흐름에 따라 구분되었으며, 개발된 실험식은 만관 흐름인 경우에 $\frac{Q_a}{Q_w}=0.0304(Fr_g-1)^{1.0622}$, 자유수면 흐름인 경우에 $\frac{Q_a}{Q_w}=0.0271(Fr_g-1)^{1.8205}$이었다. 측정 자료와 기존 연구결과들의 비교를 통해서 측정 자료가 기존 실험식의 추정 결과와 유사한 분포를 나타내고 측정 자료의 신뢰성이 확보된 것으로 파악되었다. 또한 공기관 부근에서 발생하는 공기연행현상은 게이트 하류에서 발생하는 사류 특성으로부터 영향을 받는 것으로 나타났다. 최종적으로 하류 만관 흐름 조건에 대한 실험식은 공기관 설계에 적용이 가능한 것으로 사료된다.

Keywords

References

  1. Campbell, F.B. and Guyton, B. (1953) Air demand in gated outlet works. Proceedings of the 5th Congress of the International Association of Hydraulic Research, Minneapolis, Minnesota, USA, pp. 529-533.
  2. Escarameia, M. (2007) Investigating hydraulic removal of air from water pipelines. Proceedings of the Institution of Civil Engineers-Water Management, Vol. 160(1), pp. 25-34. https://doi.org/10.1680/wama.2007.160.1.25
  3. Jeong, S.O. and Yoon, D.G. (2011) Criteria on design of air vents of reservoirs' intake towers. Magazine of Korea Water Resources Association, Vol. 44(3), pp. 59-67.
  4. Kalinske, A.A. and Robertson, J.M. (1943) Closed conduit flow. Transactions of the American Society of Civil Engineers, Vol. 108, pp. 1453-1516.
  5. Korea Water Resources Association (KWRA) (2005) Criteria of dam design. KWRA, Seoul.
  6. Ministry of Agriculture (MOF) (2002) Criteria on planning and design of agricultural infrastructure refurbishment projects: Fill dam. MOF, Seoul.
  7. Mortensena, J.D., Barfussb, S.L., and Johnsonb, M.C. (2011) Scale effects of air entrained by hydraulic jumps within closed conduits. Journal of Hydraulic Research, Vol. 49, No. 1, pp. 90-95. https://doi.org/10.1080/00221686.2010.536695
  8. Mortensena, J.D. (2009) Factors affecting air entrainment of hydraulic jumps within closed conduits, Thesis of Utah State University, Logan, Utah, USA.
  9. Sharma, H.R. (1976) Air-entrainment in high head gated conduits. Journal of Hydraulics Division, Vol. 102(11), pp. 1629-1646.
  10. Rabben, S.L., Els, H., and Rouve, G. (1983) Investigation on flow aeration at offsets downstream of high-head control structures. Proceedings of the 20th Congress of the International Association of Hydraulic Research, Moscow, USSR, Vol. 4, pp. 354-360.
  11. Rajaratnam, N. (1967) Hydraulic jumps. Advances in Hydrosciences, Ed. V. T. Chow, Vol. 4, pp. 197-280, Academic Press, Newyork, USA.
  12. US Army Corps of Engineers(US ACE) (1964) Air demand: Regulated outlet works. Corps of Engineers Hydraulic Design Criteria, Vol. 1, Sheet 050-1, US ACE, USA.
  13. Wisner, P.E., Mohsen, F. L., and Kouwen, N. (1975) Removal of air from water lines by hydraulic means. Journal of Hydraulic Division, Vol. 101(2), pp. 243-257.