Technical Papers
Jun 23, 2014

Performance of Coanda-Effect Screens in a Cold Climate

Publication: Journal of Cold Regions Engineering
Volume 28, Issue 4

Abstract

This study assesses the performance of a Coanda-effect intake screen for a small hydropower plant during winter operations. The unique self-cleaning screen utilizes the Coanda-effect for withdrawing water. This screen consists of panels with 2-mm-wide horizontal wedge wires with 1 mm spacing. Beneath the screen is a canal conveying water to the power plant intake. A broad understanding of the Coanda-effect screen’s winter performance in a cold climate was obtained from experiments in a frost laboratory and a monitoring program consisting of hydrological measurements, an online web camera, and field observations of an intake structure in Norway. Various freezing processes were observed, and critical hydrological conditions for ice blockage of the Coanda-effect screen were evaluated. The Coanda-effect screen performed well under all normal conditions without snow or ice and was entirely self-cleaning. Two main types of ice formation were observed on the screen: type I where frazil ice particles stick to the screen wires but with openings remaining underneath the ice, and type II where solid ice forms between the wires at very low temperatures. During the winter of 2011–2012, there were a few periods with reduced intake capacity or complete blockage from ice. The complete ice blockage events were all related to supercooled water just upstream from the screen, thus indicating frazil ice and intake screen and air temperatures below 0°C. The screen reopened without any operational interventions after all ice blockage events, and the intake performed well even during periods with solid ice cover over the screen, whereby water entered the intake through the screen wires underneath the ice cover. In spite of some periods with reduced intake capacity, the intake screen performed reasonably well in a cold climate.

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Acknowledgments

The authors want to thank Tafjord Kraftproduksjon AS for their welcoming reception and for providing access to the intake chamber, to the online camera, and for their technical support on-site. We also want to thank Brødrene Dahl AS for providing us with the model test rig.

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Published In

Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 28Issue 4December 2014

History

Received: Sep 11, 2012
Accepted: May 6, 2014
Published online: Jun 23, 2014
Discussion open until: Nov 23, 2014
Published in print: Dec 1, 2014

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Authors

Affiliations

Hanne Nøvik [email protected]
Ph.D. Candidate, Dept. of Hydraulic and Environmental Engineering, Norwegian Univ. of Science and Technology, S.P. Andersens veg 5, 7491 Trondheim, Norway (corresponding author). E-mail: [email protected]
Professor, Dept. of Hydraulic and Environmental Engineering, Norwegian Univ. of Science and Technology, S.P. Andersens veg 5, 7491 Trondheim, Norway. E-mail: [email protected]
Henrik Opaker [email protected]
Dept. of Hydraulic and Environmental Engineering, Norwegian Univ. of Science and Technology; presently, Norconsult AS, P.O. Box 626, 1303 Sandvika, Norway. E-mail: [email protected]

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