Nonlinear Hydro Turbine Model for Medium and Long Term Power System Stability Analysis with Sharing Long Common Tunnel

Article Preview

Abstract:

Based on the theoretical derivation of hydraulic coupling relationship between the hydropower units sharing long common tunnel,the non-linear hydro turbine model with sharing long diversion tunnel system is established and order-reduced in accordance with the demand of power system simulation. And according to the complex structure characteristics of surge tank,a method of correcting surge tank storage constant with surge tank structure coefficient is proposed. This hydro turbine model can reflect the influence of surge tank and sharing common tunnel in the power system long term process,the accuracy of model is proved by comparison of simulation results and actual recording data in power system.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 960-961)

Pages:

574-579

Citation:

Online since:

June 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Gao Hui-min,Liu Xian-lin,Xu Zheng.Effect of detailed hydro turbine models on analysis results of power system transient stability[J].Power System Technology, 2005,29(2):5-9.

Google Scholar

[2] Li Hua,Shi Ke-qin,Fan Yue,et al.Structure analysis of water turbine governor model for stability calculation of power system[J].Power System Technology,2007,31(5):25-30.

Google Scholar

[3] Working Group on Prime Mover and Energy Supply Models for System Dynamic Performance Studies.Hydraulic turbine and turbine control models for system dynamic studies[J].Transactions on Power System,1992,7(1):167-179.

DOI: 10.1109/59.141700

Google Scholar

[4] Tang Yong,Song Xin-li,Liu Wen-zhuo et al.Power system full dynamic simulation part III: Long term dynamic models[J]. Power System Technology,2002,26(11):20-25.

Google Scholar

[5] Hannett L. N,Feltes J. W,Fardanesh B ,et al.Modeling and control tuning of a hydro station with units sharing a common penstock section[J].IEEE Transactions on Power Systems, 1999 , 14(4):1407-1414.

DOI: 10.1109/59.801904

Google Scholar

[6] Zeng Yun,Zhang Lixiang,Guo Yakun,et al.Hydraulic Decoupling and nonlinear hydro turbine model with sharing common conduit[J].Proceedings of the CSEE,2012, 32(14): 103-108.

Google Scholar

[7] Kunder P. Power system stability and control[M]. New York:McGraw-Hill,1994.

Google Scholar

[8] Ministry of Power Industry East China Investigation and Design Institute.Hydropower surge chamber design specifications(DL/T5058-1996)[S] .Beijing:China Electric Power Press,(1996).

Google Scholar

[9] Cheng Yong-guang, Yang Jian-dong.Hydraulic resistance coefficient determination of throttled surge tanks by means of computational fluid dynamics[J].Journal of Hydraulic Engineering,2005, 36(7):787-792.

Google Scholar

[10] Fu liang,Wang Yi-guo.Load shedding test and simulation analysis of hydropower station with surge shaft[J].Water Resources and Power,2012,30(6):154-157.

Google Scholar