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 to . 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.
Get full access to this article
View all available purchase options and get full access to this article.
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.
Information & Authors
Information
Published In
Copyright
©2017 American Society of Civil Engineers.
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
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.