Technical Papers
Jul 2, 2014

Performance Model of Archimedes Screw Hydro Turbines with Variable Fill Level

Publication: Journal of Hydraulic Engineering
Volume 140, Issue 10

Abstract

Archimedes screw generators (ASGs) are beginning to be widely adopted at low-head hydro sites in Europe due to their high efficiency, competitive costs, and low environmental impact. ASGs are particularly appropriate for low-head sites. Power is transferred from a water flow to an Archimedes screw by the distribution of static pressure produced by the water volumes between the flights of the screw. Two theoretical models based on quasi-static pressure analysis are developed to predict the performance of ASGs. The first model uses idealized geometry, while the second incorporates the geometric properties of a rotating Archimedes screw, including slope, pitch, and inner and outer diameter. The second model was also formulated to simulate the performance of Archimedes screws operating across a full range of fill levels from empty to overfull. Both models predict that if all friction losses and entry and exit effects are neglected, the Archimedes screw can convert all potential energy in a water flow into mechanical power. Including gap leakage effects in the simulation decreases efficiency. A new leakage model is used because the current standard leakage model is only appropriate for screws in a full condition. It was confirmed that the maximum efficiency of an ASG will occur when the screw is operating near full; however, reasonable efficiencies are maintained if the screw is either overfilled or underfilled. The model predictions were consistent with the measured performance of a laboratory-scale Archimedes screw at low rotational speeds.

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Acknowledgments

Mr. Lyons’ work has been financially supported by Greenbug Energy Inc. and the Natural Sciences and Engineering Research Council (NSERC) Engage and Collaborative Research and Development (CRD) programs. Mr. Simmons’ work was supported by the NSERC Undergraduate Student Research Assistantship (USRA) program. The paper was improved based on critiques by two anonymous reviewers. The assistance of Tony Bouk and Brian Weber of Greenbug Energy (Delhi, Ontario, Canada) was essential to this work and is gratefully acknowledged.

References

Aigner, D. (2008). “Current research in hydraulic engineering 1993-2008.” Heft 36, Institut für Wasserbau und Technisch Hydromechanik der TU Dresden, Selbstverlag der Technischen Universität Dresden, Dresden, Germany (in German).
Bard, N. (2007). “River dart hydro performance assessment by Nick Bard hydro services for Mannpower Consulting Ltd.” Nick Bard Hydro Services, 44, 〈http://www.mannpower-hydro.co.uk/research.php〉 (Oct. 21, 2013).
Brada, K. (1996). Archimedean screw pump as a micro-turbine for small and micro hydroelectric power plants, 1st Ed., Expert-Verlag, Malsheim, Germany (in German).
Brada, K. (1999). “Wasserkraftschnecke ermöglicht Stromerzeugung über Kleinkraftwerke [Hydraulic screw generates electricity from micro hydropower stations].” Maschinenmarkt Würzburg, 14, 52–56 (in German).
Gross, D. (1991). “Estimating air leakage through doors for smoke control.” Fire Saf. J., 17(2), 171–177.
Hawle, W., Lashofer, A., and Pelikan, B. (2012). “Lab testing of the Archimedean screw.” Hidroenergia Conf., European Small Hydropower Association, Brussels, Belgium.
Japan for Sustainability. (2008). “Micro hydropower system with spiral water turbine under development.” 〈http://www.japanfs.org/en/pages/027069.html〉 (Oct. 21, 2013).
Kibel, P. (2008). “Archimedes screw turbine fisheries assessment. Phase II: Eels and kelts.” Rep., Fishtek Consulting, Moretonhampstead, Devon, U.K.
Kibel, P., Pike, R., and Coe, T. (2009). “The Archimedes screw turbine: Assessment of three leading edge profiles.” Rep., Fishtek Consulting, Moretonhampstead, Devon, U.K.
Koetsier, T., and Blauwendraat, H. (2004). “The Archimedian screw-pump: A note on its invention and the development of the theory.” Proc., Int. Symp. on History of Machines and Mechanism (HMM04), M. Ceccarelli, ed., Kluwer Academic, New York, 181–194.
Lashofer, A., Hawle, W., and Pelikan, B. (2012). “State of technology and design guidelines for the Archimedes screw turbine.” Hydro 2012, Aqua-Media International, Wallington, Surrey, U.K.
Lashofer, A., Kaltenberger, F., and Pelikan, F. (2011). “Wie gut bewährt sich die Wasserkraftschnecke in der Praxis.” Wasserwirtschaft, 101(7–8), 76–81 (in German).
Lyons, M., and Lubitz, W. D. (2013). “Archimedes screws for microhydro power generation.” ASME 7th Energy Sustainability Conf., ASME, New York.
MATLAB [Computer software]. Mathworks, Natick, MA.
McNabb, C. D., Liston, C. R., and Borthwick, S. M. (2003). “Passage of juvenile chinook salmon and other fish species through Archimedes lifts and a hidrostal pump at Red Bluff, California.” Trans. Am. Fish. Soc., 132(2), 326–334.
Müller, G., and Senior, J. (2009). “Simplified theory of Archimedean screws.” J. Hydraul. Res., 47(5), 666–669.
Muysken, J. (1932). “Calculation of the effectiveness of the auger.” De Ingenieur, 21, 77–91 (in German).
Nagel, G. (1968). Archimedean screw pump handbook, RITZ Pumpenfabrik OHG, Schwabisch Gmund, Germany.
Nuernbergk, D. M. (2012). Wasserkraftschnecken: Berechnung und optimaler Entwurf von archimedischen Schnecken als Wasserkraftmaschine, M. Schäfer, ed., Verlag Moritz Schäfer, Detmold, Germany, 256 (in German).
Nuernbergk, D. M., and Rorres, C. (2013). “An analytical model for the water inflow of an Archimedes screw used in hydropower generation.” J. Hydraul. Eng., 213–220.
Rorres, C. (2000). “The turn of the screw: Optimal design of an Archimedes screw.” J. Hydraul. Eng., 72–80.
Schmalz, W. (2010). “Studies on fish migration and control of possible fish loss caused by the hydrodynamic screw and hydropower plant.” Fischokologische und Limnologische Untersuchungsstelle Sudthurign, Thüringer Landesanstalt für Umwelt und Geologie, Jena (in German).
Williamson, S. J., Stark, B. H., and Booker, J. D. (2014). “Low head pico hydro turbine selection using a multi-criteria analysis.” Renew. Energy, 61, 43–50.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 140Issue 10October 2014

History

Received: Oct 21, 2013
Accepted: May 29, 2014
Published online: Jul 2, 2014
Published in print: Oct 1, 2014
Discussion open until: Dec 2, 2014

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Authors

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William David Lubitz [email protected]
Associate Professor, Engineering, Univ. of Guelph, Guelph, ON, Canada N1G 2W1 (corresponding author). E-mail: [email protected]
Murray Lyons [email protected]
Greenbug Energy Inc., 1645 Hwy 3, Delhi, ON, Canada N4B 2W6. E-mail: [email protected]
Scott Simmons [email protected]
Undergraduate Student, Univ. of Guelph, Guelph, ON, Canada N1G 2W1. E-mail: [email protected]

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