Technical Papers
May 10, 2017

Effect of Misalignment of Penstocks on Head Loss

Publication: Journal of Pipeline Systems Engineering and Practice
Volume 8, Issue 4

Abstract

A penstock is a conduit which is normally used to convey water from a reservoir to hydraulic turbines. It is made by joining a number of pieces of pipe whose proper alignments are essential to minimize the flow disturbances and hydraulic losses. This paper experimentally investigates the effect of misalignment of two pipes of the same diameter on hydraulic losses at five different Reynolds numbers ranging from 5.34×105 to 6.22×105. The diametric misalignment between the two pieces of mild steel penstock of inner diameter 342 mm is varied from 2 to 10 mm in steps of 2 mm. There is a loss of pressure head at the location of mismatch of the diameters, which increases with increase in misalignment and Reynolds number.

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References

Aguirre, C. A., and Ramirez Camacho, R. G. (2014). “Head losses analysis in symmetrical trifurcations of penstocks—High pressure pipeline systems CFD.” ⟨http://www.ighem.org/Papers_IGHEM/372.pdf⟩ (Dec. 31, 2015).
Ahmad, S. (1965). “Head loss in symmetrical bifurcations.” Master thesis, Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, Canada, 89.
ANSYS CFD-FLOTRAN [Computer software]. ANSYS, Canonsburg, PA.
ASCE. (2012). “Steel penstocks, manuals and report on engineering practices.”, New York, 432.
AWWA (American Water works Association). (1989). “Steel pipe a guide for design and installation.”, Denver, 174.
Colebrook, C. F., and White, C. M. (1937). “Experiments with fluid friction in roughened pipes.” Proc. Roy. Soc. Series A, 161(906), 367–381.
Divatia, E., Chelvaraj, A. S., and Murthy, G. N. (1974). “Manual on design, fabrication, erection and maintenance of steel penstocks.” Central Water Commission, Government of India, New Delhi, India, 62.
Larock, B. E., Jeppson, R. W., and Watters, G. Z. (2000). Hydraulics of pipeline systems, CRC Press, Washington, DC, 533.
Malik, R. K., and Paras, P. (2009). “Flow modeling of the first trifurcation made in Nepal.” Hydro Nepal: J. Water Energy Environ., 5, 56–61.
Manning, R. (1891). “On the flow of water in open channels and pipes.” Trans. Inst. C.E. of Ireland, 20, 161.
Moody, L. F., and Princeton, N. J. (1944). “Friction factors for pipe flow.” Trans. ASME, 66(8), 671–684.
Rao, P. V., Misra, H. C., Juyal, R. V., and Sharma, S. N. P. (1969). “Hydraulic performance of penstock trifurcations.” J. Power Div., 95(1), 35–54.
Scobey, F. C. (1930). The flow of water in riveted and analogous pipes, Vol. 150, USDA, Washington, DC, 45.
Swamee, P. K., and Jain, A. K. (1976). “Explicit equations for pipe-flow problems.” J. Hydraul. Div., 102(5). 657–664.
Swamee, P. K., and Sharma, A. K. (2008). Design of water supply pipe networks, Wiley-Inter Science, Hoboken, NJ, 350.
Wang, H. (1967). “Head losses resulting from flow through wyes and manifolds.” Master thesis, Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, Canada, 117.

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Go to Journal of Pipeline Systems Engineering and Practice
Journal of Pipeline Systems Engineering and Practice
Volume 8Issue 4November 2017

History

Received: Oct 23, 2015
Accepted: Feb 3, 2017
Published online: May 10, 2017
Discussion open until: Oct 10, 2017
Published in print: Nov 1, 2017

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Authors

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Professor, Alternate Hydro Energy Centre, Indian Institute of Technology Roorkee, Roorkee 247667, India (corresponding author). ORCID: https://orcid.org/0000-0002-7181-4031. E-mail: [email protected]
B. K. Gandhi [email protected]
Professor, Dept. of Mechanical and Industrial Engineering, Indian Institute of Technology Roorkee, Roorkee 247667, India. E-mail: [email protected]
Praveen Kumar Kulkarni [email protected]
Graduate Student, Alternate Hydro Energy Centre, Indian Institute of Technology Roorkee, Roorkee 247667, India. E-mail: [email protected]

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