TECHNICAL PAPERS
Aug 1, 1989

Submergence Factors for Hydraulic Turbines

Publication: Journal of Energy Engineering
Volume 115, Issue 2

Abstract

The elevation of a hydroelectric turbine above or below tailwater is based on hydraulic model studies to determine the critical sigma, defined as the ratio of barometric pressure plus submergence depth at which cavitation commences divided by the rated head. Turbine model studies are undertaken by manufacturers to determine the sigma value for each model runner. This information is properietary and is never published. Consultants and utilities need to know the value of sigma during feasibility studies to establish unit setting and power plant layout. For this information, reference is usually made to published data relating sigma to other turbine parameters such as the specific speed. However, this method can result in erroneous settings, since there is a range of sigma values for each specific speed. This paper develops an alternative approach based on an analysis of over 80 recently installed turbines, wherein the turbine submergence is shown to be a function of the turbine throat velocity, the number of runner blades or buckets, the atmospheric pressure and the water temperature. The equation is applicable to Kaplan, propellor and Francis turbines with either horizontal or vertical axes. From this equation, another is derived to determine the turbine throat diameter as a function of the desired setting above or below tailwater.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Anderson, E., et al. (1980). “Hydro in northern Saskatchewan—Charlot.” Trans., Canadian Electrical Association, Vol. 19, Part 2.
2.
Chasma feasibility study. (1987). Vol. 2, Water Power Development Authority, Pakistan, India, 14–16.
3.
Cotillon, J. (1981). “World's bulb turbines.” Water Power and Dam Constr., Sept., 42–43.
4.
Coulson, D., et al. (1984). “La Grande 2, Canada, solving a severe cavitation problem.” Water Power and Dam Constr., 36(1), 20–24.
5.
Desbaillets, J. A., and Kanger, F. (1976). “Giant 820.000 hp turbines for Grand Coulee.” Trans., Canadian Electrical Association, Vol. 15, Part 2.
6.
Douma, A. (1985). “The Annapolis tidal power project.” Trans., Canadian Electrical Association, Vol. 24, Part 2.
7.
Fazalare, R. W. (1985). “Bulb turbine selection for the main canal project.” Water Power, Oct., 33–37.
8.
Gordon, J. L. (1983). “Powerhouse concrete quantity estimates.” Can. J. Civ. Engrg., 10(2), 271–286.
9.
Grigera, R. (1988). “Aswan high dam project, turbine modernization—hydro '88 conference papers.” Water Power and Dam Constr., 423–445.
10.
Hammond, G., et al. (1989). “Manic 5.p.a.—additional capacity of turbines and generators.” Trans., Canadian Electrical Association, Vol. 28, Part 2.
11.
Kawano, M., et al. (1986). “The 86.5 MW Kaplan turbines at Nipawin.” Trans., Canadian Electrical Association, Vol. 25, Part 2.
12.
Knapps, R. T., and Hollander, A. (1948). “Laboratory investigations of the mechanism of cavitation.” Trans., ASME, July, 419–435.
13.
Lugaresi, A., and Massa, A. (1987). “Designing Francis turbines: trends in the last decade.” Water Power and Dam Constr., 39(11), 23–28.
14.
Miller, J., et al. (1988). “Uprating the Laufenberg power station with ten Straflo units—hydro '88 conference papers.” Water Power and Dam Constr., 462–479.
15.
Moraes, J., et al. (1981). “Turbines for Itiapu.” Water Power and Dam Constr., 33(12), 36–41.
16.
Moraes, J., et al. (1982). “Turbines for Itiapu.” Water Power and Dam Constr., 34(1), 28–33.
17.
Pawlikewich, W., and Sinclair, J. P. (1976). “Trend to zero cavitation in hydraulic turbine operation.” Trans., Canadian Electrical Association, Vol. 15, Part 2.
18.
Perreault, H. C. (1970). “Turbines and generators for the Churchill Falls power project.” Trans., Canadian Electrical Association, Vol. 9, Part 2.
19.
“Prevention and reduction of cavitation and pitting in hydraulic turbines.” (1949). Current trends no. 11, Allis‐Chalmers Manufacturing Co., Milwaukee, Wis., 1–12.
20.
Schweiger, F., and Gregori, J. (1987). “Developments in the design of Kaplan turbines.” Water Power and Dam Constr., 39(11), 16–20.
21.
“Small hydro plants with standardized s turbines.” Brochure No. 21.04.30 KB 84.60, Bell Engineering Works Ltd.
22.
The La Grande River hydroelectric complex. (1988). Vol. 1, Societe d'energie de la Baie James, Montreal, Quebec, Canada.
23.
Stewart, W. A., and Wayne, W. W. (1974). “Rock Island to use bulb turbines.” J. of Power Div., ASCE, 100(2), 175–190.
24.
Strub, W. R. (1978). “Moxoto Kaplan turbines.” Trans., Canadian Electrical Association, Vol. 17, Part 2.
25.
Sturge, L. G., and McKechnie, A. L. (1981). “The upper Salmon development.” Trans., Canadian Electrical Association, Vol. 20(2).
26.
Technical bulletin. (1988). Vevey Engineering Works, Vevey, Switzerland, 1–67.
27.
Thicke, R. H., and Bakar, L. T. (1973). “Plant layout and turbine design—Bighorn.” Trans., Canadian Electrical Association, Vol. 2, Part 2.
28.
Thicke, R. H., and Gordon, J. L. (1974). “Turbine selection for the Kainji extension.” Trans., Canadian Electrical Association, Vol. 13, Part 2.
29.
Ueda, T. (1983). “Large capacity bulb units in Japan.” Water Power, Mar., 19–24.
30.
Vandenber, G. (1984). “Mechanical aspects of Revelstoke project.” Trans., Canadian Electrical Association, Vol. 23, Part 2.
31.
Vatcher, T. R. (1981). “Cavitation experience at the Bay d'Espoir generating station.” Trans., Canadian Electrical Association, Vol. 20(2).
32.
Voith, S. “Turbines in standardized sizes.” Brochure t2520e, Heidenheim, West Germany.
33.
Warnick, C. C. (1984). Hydropower Engineering. Prentice‐Hall, Inc. Englewood Cliffs, N.J.
34.
Wilcox, F. L., et al. (1981). “Hinds Lake development.” Trans., Canadian Electrical Association, Vol. 10, Part 2.

Information & Authors

Information

Published In

Go to Journal of Energy Engineering
Journal of Energy Engineering
Volume 115Issue 2August 1989
Pages: 90 - 107

History

Published online: Aug 1, 1989
Published in print: Aug 1989

Permissions

Request permissions for this article.

Authors

Affiliations

J. L. Gordon, Member, ASCE
Vice Pres., Hydro Monenco Consultants Limited, P.O. Box 6088, Station A, Montreal, Quebec, Canada H3C 3Z8

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.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share