Technical Papers
Oct 25, 2018

Hydraulic Disturbance in Multiturbine Hydraulically Coupled Systems of Hydropower Plants Caused by Load Variation

Publication: Journal of Hydraulic Engineering
Volume 145, Issue 1

Abstract

This study focuses on the output variation and dynamic behavior of hydroturbines in a hydraulically coupled system under hydraulic disturbance. The theoretical formula predicting the output variation of operating turbines after hydraulic disturbance is presented, and the influential factors are discussed. To investigate the dynamic characteristics of the hydraulic turbine governing system (HTGS) and verify the accuracy of the formula, a mathematical model of the hydropower plant with multiple turbines sharing a common hydraulic system was established, and the transient process caused by partial load rejection was simulated on the basis of the operation of a real hydropower plant. The results show that the output variation of the operating turbine is in agreement with the theoretical formula, and the amplitude of overload is significant under the conventional regulating model, i.e., opening control, in the low-head hydropower plants with long headrace tunnel during hydraulic disturbance. These methods and results will provide a theoretical basis for the safe operation and control of such hydropower plants.

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Acknowledgments

This paper was supported by the National Natural Science Foundation of China (51839008 and 51879087) and the Fundamental Research Funds for the Central Universities (2016B04914).

References

Adamkowski, A. 2001. “Case study: Lapino powerplant penstock failure.” J. Hydraulic. Eng. 127 (7): 547–555. https://doi.org/10.1061/(ASCE)0733-9429(2001)127:7(547).
Afshar, M. H., M. Rohani, and R. Taheri. 2010. “Simulation of transient flow in pipeline systems due to load rejection and load acceptance by hydroelectric power plants.” Int. J. Mech. Sci. 52 (1): 103–115. https://doi.org/10.1016/j.ijmecsci.2009.10.014.
Calamak, M., and Z. Bozkus. 2013. “Comparison of performance of two run-of-river plants during transient conditions.” J. Perform. Constr. Facil. 27 (5): 624–632. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000370.
CEEIA (China Electrical Equipment Industry Association). 2009. Fundamental technical specifications for hydro generators. [In Chinese.] GB/T 7894-2009. Beijing: CEEIA.
Chang, X., X. Liu, W. Zhou, H. Jin, and X. Zhang. 2010. “Hydropower in China at present and its further development.” Energy 35 (11): 4400–4406. https://doi.org/10.1016/j.energy.2009.06.051.
Chaudhry, M. H. 2014. Applied hydraulic transients. Berlin: Springer.
Chen, D., C. Ding, X. Ma, P. Yuan, and D. Ba. 2013. “Nonlinear dynamical analysis of hydro-turbine governing system with a surge tank.” Appl. Math. Model. 37 (14–15): 7611–7623. https://doi.org/10.1016/j.apm.2013.01.047.
Fang, H., L. Chen, N. Dlakavu, and Z. Shen. 2008. “Basic modeling and simulation tool for analysis of hydraulic transients in hydroelectric power plants.” IEEE Trans. Energy Convers. 23 (3): 834–841. https://doi.org/10.1109/TEC.2008.921560.
Ghidaoui, M. S., M. Zhao, D. A. Mcinnis, and D. H. Axworthy. 2005. “A review of water hammer theory and practice.” Appl. Mech. Rev. 58 (1): 49. https://doi.org/10.1115/1.1828050.
Guo, W., J. Yang, M. Wang, and X. Lai. 2015. “Nonlinear modeling and stability analysis of hydro-turbine governing system with sloping ceiling tailrace tunnel under load disturbance.” Energy Convers. Manage. 106: 127–138. https://doi.org/10.1016/j.enconman.2015.09.026.
Huang, H., and Z. Yan. 2011. “Present situation and future prospect of hydropower in China.” Renewable Sustainable Energy Rev. 13 (6): 1652–1656. https://doi.org/10.1016/j.rser.2008.08.013.
IEC (International Electrotechnical Commission). 2010. Rotating electrical machines—Part 1: Rating and performance. IEC6034-1. Geneva: IEC.
IEEE Working Group. 1992. “Hydraulic turbine and turbine control models for system dynamic studies.” IEEE Trans. Power Syst. 7 (1): 167–179. https://doi.org/10.1109/59.141700.
Kendir, T. E., and A. Ozdamar. 2013. “Numerical and experimental investigation of optimum surge tank forms in hydroelectric power plants.” Renewable Energy 60 (4): 323–331. https://doi.org/10.1016/j.renene.2013.05.016.
Kishor, N., R. P. Saini, and S. P. Singh. 2007. “A review on hydropower plant models and control.” Renewable Sustainable Energy Rev. 11 (5): 776–796. https://doi.org/10.1016/j.rser.2005.06.003.
Seleznev, V. S., A. V. Liseikin, A. A. Bryksin, and P. V. Gromyko. 2014. “What caused the accident at the Sayano-Shushenskaya hydroelectric power plant (SSHPP): A seismologist’s point of view.” Seismol. Res. Lett. 85 (4): 817–824. https://doi.org/10.1785/0220130163.
Vereide, K., L. Lia, and T. K. Nielsen. 2015a. “Hydraulic scale modelling and thermodynamics of mass oscillations in closed surge tanks.” J. Hydraulic. Res. 53 (4): 519–524. https://doi.org/10.1080/00221686.2015.1050077.
Vereide, K., T. Tekle, and T. K. Nielsen. 2015b. “Thermodynamic behavior and heat transfer in closed surge tanks for hydropower plants.” J. Hydraul. Eng. 141 (6): 06015002. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000995.
Wang, C., and J. D. Yang. 2015. “Water hammer simulation using explicit-implicit coupling methods.” J. Hydraul. Eng. 141 (4): 04014086. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000979.
Wylie, E. B., V. L. Streeter, and L. S. Suo. 1993. Fluid transients in systems. Englewood Cliffs, NJ: Prentice-Hall.
Xu, B., F. Wang, D. Chen, and H. Zhang. 2016. “Hamiltonian modeling of multi-hydro-turbine governing systems with sharing common penstock and dynamic analyses under shock load.” Energy Convers. Manage. 108: 478–487. https://doi.org/10.1016/j.enconman.2015.11.032.
Yu, X., J. Zhang, C. Fan, and S. Chen. 2016. “Stability analysis of governor-turbine-hydraulic system by state space method and graph theory.” Energy 114: 613–622. https://doi.org/10.1016/j.energy.2016.07.164.
Yu, X., J. Zhang, and D. Miao. 2015. “Innovative closure law for pump-turbines and field test verification.” J. Hydraul. Eng. 141 (3): 05014010. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000976.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 145Issue 1January 2019

History

Received: Sep 13, 2017
Accepted: Jul 2, 2018
Published online: Oct 25, 2018
Published in print: Jan 1, 2019
Discussion open until: Mar 25, 2019

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Authors

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Xiaodong Yu [email protected]
Associate Professor, College of Water Conservancy and Hydropower Engineering, Hohai Univ., Nanjing 210098, China (corresponding author). Email: [email protected]
Graduate Student, College of Water Conservancy and Hydropower Engineering, Hohai Univ., Nanjing 210098, China. Email: [email protected]
Ph.D. Candidate, 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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