Technical Notes
Dec 27, 2022

Safety Factor for Thoma Stable Area Considering the Governor-Turbine-Penstock System

Publication: Journal of Hydraulic Engineering
Volume 149, Issue 3

Abstract

The surge tank plays a crucial role in moderating oscillations in hydropower stations, and its critical stable cross-sectional area (CSCA) is key to its stable operation. Normally, the Thoma stable area is widely used to calculate the CSCA, and a safety factor nf is multiplied for a safety margin. However, the safety factor nf is empirical and lacks theoretical basis. In this study, we present an analytical formula to calculate the safety factor nf considering the effect of the governor-turbine-penstock system (GTPS). Mathematical models of the surge tank-headrace tunnel system (SHTS) and GTPS are established, and amplitude–frequency characteristics are analyzed. The formula for nf is derived using the oscillation superposition method, and its accuracy is verified. Additionally, the effect of the governor on nf is investigated. The results indicate that the formula provides sufficient accuracy for the design of surge tanks. The effect of the governor can reduce the value of nf such that a sub-Thoma stable area can be used.

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Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work was supported by National Natural Science Foundation of China (Grant Nos. 51879087, 51839008, and 52179062).

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 149Issue 3March 2023

History

Received: Jan 8, 2022
Accepted: Nov 9, 2022
Published online: Dec 27, 2022
Published in print: Mar 1, 2023
Discussion open until: May 27, 2023

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Authors

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Ph.D. Candidate, College of Water Conservancy and Hydropower Engineering, Hohai Univ., Nanjing 210098, China. ORCID: https://orcid.org/0000-0001-9481-9495. Email: [email protected]
Professor, College of Water Conservancy and Hydropower Engineering, Hohai Univ., Nanjing 210098, China. Email: [email protected]
Xiaodong Yu [email protected]
Professor, College of Water Conservancy and Hydropower Engineering, Hohai Univ., Nanjing 210098, China (corresponding author). Email: [email protected]
Associate Professor, College of Water Conservancy and Hydropower Engineering, Hohai Univ., Nanjing 210098, China. Email: [email protected]
Professor, College of Water Conservancy and Hydropower Engineering, Hohai Univ., Nanjing 210098, China. Email: [email protected]

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