Abstract

A rotary hydrostatic pressure machine (RHPM) is a hydropower converter for very low head applications (less than 2.5 m). An RHPM can be installed in straight canals, because its wheel can generate a hydraulic head as a result of the created dam effect. Some new experimental results on an RHPM are presented in this paper. Because of the asymmetric shape of the wheel, the effects of the canal width and the lateral position of the wheel inside the canal have been studied. The water entrance process has been found to be very sensitive to the presence of the canal walls: the results pertaining to the side of the wheel where the blades touch the water first show that the minimum distance between the canal wall and the side of the wheel should be 0.3 times the width of the wheel in order to maintain optimal wheel performance. Upstream and downstream water level variations have also been studied. Higher upstream water levels than the water levels adopted in previous studies (coincident with the upper edge of the hub) can lead to benefits. The results shown in this manuscript may be useful for practical applications in order to understand the optimal position of an RHPM inside a canal, the minimum canal width, and the optimal water levels.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This project was co-funded by the Piedmont Region, the European Union, and the Ministry of Economic Development, under the ENERMHY Renewable Energy and Mini Hydro Innovation Cluster of the Piedmont Region, in Vercelli, with the help of Regional Operational Program of the European Regional Development Fund (POR FESR) 2007/2013 European Union funds. The authors would also like to thank Roberto Balestra for taking part in the laboratory tests.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 146Issue 3March 2020

History

Received: Oct 19, 2018
Accepted: Jul 15, 2019
Published online: Dec 23, 2019
Published in print: Mar 1, 2020
Discussion open until: May 23, 2020

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Ilaria Butera [email protected]
Professor, Dept. of Environment, Land, and Infrastructure Engineering, Politecnico di Torino, Corso Duca degli Abruzzi 24, 10129 Torino, Italia (corresponding author). Email: [email protected]
Stefano Fontan, Ph.D. [email protected]
Dept. of Environment, Land, and Infrastructure Engineering, Politecnico di Torino, Corso Duca degli Abruzzi 24, 10129 Torino, Italia. Email: [email protected]
Davide Poggi [email protected]
Professor, Dept. of Environment, Land, and Infrastructure Engineering, Politecnico di Torino, Corso Duca degli Abruzzi 24, 10129 Torino, Italia. Email: [email protected]
Dept. of Environment, Land, and Infrastructure Engineering, Politecnico di Torino, Corso Duca degli Abruzzi 24, 10129 Torino, Italia. ORCID: https://orcid.org/0000-0001-7781-3526. Email: [email protected]
Professor, Dept. of Environment, Land, and Infrastructure Engineering, Politecnico di Torino, Corso Duca degli Abruzzi 24, 10129 Torino, Italia. ORCID: https://orcid.org/0000-0001-9704-260X. Email: [email protected]

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