[1] STEFFEN B. Prospects for pumped-hydro storage in Germany[J]. Energy Policy, 2012, 45:420-429.
[2] GUITTET M, CAPEZZALI M, GAUDARD L, et al. Study of the drivers and asset management of pumped-storage power plants historical and geographical perspective[J]. Energy, 2016, 111:560-579.
[3] TRIVEDI C, CERVANTES M J, GANDHI B K, et al. Transient pressure measurements on a high head model Francis turbine during emergency shutdown, total load rejection, and runaway[J]. Journal of Fluids Engineering, 2014, 136(12):121107.
[4] ABREU J, CABRERA E, GARCIA-SERRA S J, et al. Optimal closure of a valve for minimizing water hammer[M]//CABRERA E, ESPERT V, MART AI'G NEZ F. Hydraulic machinery and cavitation. Dordrecht, Netherlands:Springer, 1996:661-670.
[5] AZOURY P H, BAASIRI M, NAJM H. On the optimum utilization of water hammer[J]. Proceedings of the Institution of Mechanical Engineers, Part A:Journal of Power and Energy, 1988, 202(4):249-256.
[6] 樊红刚, 崔赫辰, 陈乃祥. 导叶关闭规律非线性评价函数及多工况优化[J]. 排灌机械工程学报, 2013, 31(3):230-235, 252. FAN H G, CUI H C, CHEN N X. Non-linear evaluating function for wicket-gate closing rate optimization and multi-mode optimum method[J]. Journal of Drainage and Irrigation Machinery Engineering, 2013, 31(3):230-235, 252. (in Chinese)
[7] 王煜, 田斌. 对水轮机导叶最优关闭规律的探讨[J]. 三峡大学学报(自然科学版), 2007, 29(2):113-115, 132. WANG Y, TIAN B. Research for optimizing closing law of wicket gate of hydro-turbines[J]. Journal of China Three Gorges University (Natural Sciences), 2007, 29(2):113-115, 132. (in Chinese)
[8] 张健, 刘德有, 刘辉, 等. 江苏沙河抽水蓄能电站关闭规律与实测分析[J]. 水电能源科学, 2004, 22(2):39-41, 63. ZHANG J, LIU D Y, LIU H, et al. Study on closing law and field test of Jiangsu Shahe pumped storage station[J]. Water Resources and Power, 2004, 22(2):39-41, 63. (in Chinese)
[9] 刘立志, 樊红刚, 陈乃祥. 抽水蓄能电站导叶关闭规律的优化[J]. 清华大学学报(自然科学版), 2006, 46(11):1892-1895. LIU L Z, FAN H G, CHEN N X. Optimization of distributor closing law in pumped storage stations[J]. Journal of Tsinghua University (Science and Technology), 2006, 46(11):1892-1895. (in Chinese)
[10] VAKIL A, FIROOZABADI B. Investigation of valve-closing law on the maximum head rise of a hydropower plant[J]. Scientia Iranica, 2009, 16(3):222-228.
[11] YU X D, ZHANG J, MIAO D. Innovative closure law for pump-turbines and field test verification[J]. Journal of Hydraulic Engineering, 2015, 141(3):05014010.
[12] KRIVCHENKO G I. 水电站动力装置过渡过程[M]. 常兆堂, 周文通, 吴培豪, 译. 北京:水利出版社, 1981. KRIVCHENKO G I. Transient process of power installation of hydropower station[M]. CHANG Z T, ZHOU W T, WU P H, trans. Beijing:Water Conservancy Press, 1981. (in Chinese)
[13] 陈乃祥, 张扬军, 于宗祥, 等. 水轮机导水叶折线关闭规律的优化计算[J]. 水力发电, 1996(12):47-51. CHEN N X, ZHANG Y J, YU Z X, et al. Optimal calculation of broken-line closure of guide blade in water turbine[J]. Water Power, 1996(12):47-51. (in Chinese)
[14] WOZNIAK L, FETT G H. Optimal gate closure schedule for hydroelectric turbine system[J]. Journal of Fluids Engineering, 1973, 95(1):47-52.
[15] 杨建东. 导叶关闭规律的优化及对水力过渡过程的影响[J]. 水力发电学报, 1999(2):75-83. YANG J D. Optimization of wicket closure rule and influence on hydraulic transients for water power station[J]. Journal of Hydroelectric Engineering, 1999(2):75-83. (in Chinese)
[16] LIU J T, LIU S H, SUN Y K, et al. Numerical simulation of pressure fluctuation of a pump-turbine with MGV at no-load condition[J]. IOP Conference Series:Earth and Environmental Science, 2012, 15(6):062036.
[17] SHAO W Y. Improving stability by misaligned guide vanes in pumped storage plant[C]//Proceedings of 2009 Asia-Pacific Power and Energy Engineering Conference. Wuhan, China, 2009:1-5.
[18] 李海波. 预开导叶法(MGV)在抽水蓄能电站的应用[J]. 水电站机电技术, 2008, 31(1):15-16, 33. LI H B. Application of MGV in pumped storage power plant[J]. Mechanical & Electrical Technique of Hydropower Station, 2008, 31(1):15-16, 33. (in Chinese)
[19] 冯卫民, 肖光宇, 宋立. 特大口径水轮机进水球阀最优动水关闭规律及数值模拟[J]. 武汉大学学报(工学版), 2009, 42(3):287-291. FENG W M, XIAO G Y, SONG L. Discipline of hydrodynamic closure on super-large diameter intake ball valve of hydroturbine and numerical simulation[J]. Engineering Journal of Wuhan University, 2009, 42(3):287-291. (in Chinese)
[20] 侯才水, 程永光. 高水头可逆式机组导叶与球阀的协联关闭[J]. 武汉大学学报(工学版), 2005, 38(3):59-62. HOU C S, CHENG Y G. Optimized closing procedures of wicket gate and ball valve for high head reversible pump-turbine unit[J]. Engineering Journal of Wuhan University, 2005, 38(3):59-62. (in Chinese)
[21] 齐央央, 张健, 李高会, 等. 抽水蓄能电站球阀联动-导叶滞后关闭规律研究[J]. 水电能源科学, 2009, 27(5):176-178, 148. QI Y Y, ZHANG J, LI G H, et al. Study on closing law of ball valve with wicket gate delay for pumped storage power station[J]. Water Resources and Power, 2009, 27(5):176-178, 148. (in Chinese)
[22] 张春, 杨建东. 高水头抽水蓄能电站球阀与导叶联动的关闭规律研究[J]. 水电能源科学, 2011, 29(12):128-131. ZHANG C, YANG J D. Study on linkage closing rule between ball valve and guide vane in high head pumped storage power station[J]. Water Resources and Power, 2011, 29(12):128-131. (in Chinese)
[23] WYLIE E B, STREETER V L. Fluid transients in systems[M]. Englewood Cliffs, USA:Prentice Hall, 1993.
[24] NICOLET C, AVELLAN F, SIMOND J J. Hydroacoustic modelling and numerical simulation of unsteady operation of hydroelectric systems[D]. Lausanne, France:Ecole Polytechnique Fédérale de Lausanne (EPFL), 2007.
[25] NICOLET C, AVELLAN F, ALLENBACH P, et al. Simulation of transient phenomena in Francis turbine power plants:Hydroelectric interaction[C]//Proceedings of Waterpower XⅢ, Advancing Technology for Sustainable Energy. Buffalo, USA, 2003.
[26] SUTER P. Representation of pump characteristics for calculation of water hammer[J]. Sulzer Technical Review, 1966, 66(4):45-48.
[27] 杨开林. 电站与泵站中的水力瞬变及调节[M]. 北京:中国水利水电出版社, 2000. YANG K L. Hydraulic transients and regulation in power station and pump station[M]. Beijing:China Water & Power Press, 2000. (in Chinese)
[28] 黄伟, 王珏, 丁景焕, 等. 并联引水发电系统等效简化水击计算[J]. 人民黄河, 2018, 40(10):109-113. HUANG W, WANG J, DING J H, et al. Equivalent simplification of water hammer calculation in parallel power generation system[J]. Yellow River, 2018, 40(10):109-113. (in Chinese)
[29] 陈乃祥. 水利水电工程的水力瞬变仿真与控制[M]. 北京:中国水利水电出版社, 2005. CHEN N X. Simulation and control on instantaneous hydrodynamic in hydraulic projects[M]. Beijing:China Water & Power Press, 2005. (in Chinese)
[30] 常近时. 水力机械装置过渡过程[M]. 北京:高等教育出版社, 2005. CHANG J S. Transients of hydraulic machine installations[M]. Beijing:Higher Education Press, 2005. (in Chinese)
[31] 张健, 索丽生. 抽水蓄能电站尾调设置与水力过渡过程研究[J]. 水电能源科学, 2008, 26(3):83-87, 132. ZHANG J, SUO L S. Study on tailrace surge chamber installation and hydraulic transients at pumped-storage plant[J]. Water Resources and Power, 2008, 26(3):83-87, 132. (in Chinese)
[32] 郭文成, 杨建东, 杨威嘉, 等. 抽水蓄能电站上游调压室设置条件的探讨[J]. 水力发电学报, 2014, 33(4):170-177. GUO W C, YANG J D, YANG W J, et al. Discussion on setting condition of upper surge chamber for pumped storage hydropower station[J]. Journal of Hydroelectric Engineering, 2014, 33(4):170-177. (in Chinese)
[33] BRUNONE B, GOLIA U M, GRECO M. Effects of two-dimensionality on pipe transients modeling[J]. Journal of Hydraulic Engineering, 1995, 121(12):906-912.
[34] BRUNONE B, KARNEY B W, MECARELLI M, et al. Velocity profiles and unsteady pipe friction in transient flow[J]. Journal of Water Resources Planning and Management, 2000, 126(4):236-244.
[35] 郭新蕾, 郭永鑫. 管道泄漏检测中瞬变流非恒定摩阻模型的研究[J]. 水力发电学报, 2008, 27(1):42-47. GUO X L, GUO Y X. Study of unsteady friction models in transient flow for leak detection[J]. Journal of Hydroelectric Engineering, 2008, 27(1):42-47. (in Chinese)
[36] 郭新蕾, 杨开林. 管道泄漏检测的水力瞬变全频域数学模型[J]. 水利学报, 2008, 39(10):1264-1271, 1278. GUO X L, YANG K L. Hydraulic transient model in frequency domain for leak detection in pipeline systems[J]. Journal of Hydraulic Engineering, 2008, 39(10):1264-1271, 1278. (in Chinese)
[37] 韩伶俐. 对抽水蓄能电站球阀参与机组甩负荷流量调节的几点看法[J]. 大电机技术, 2013(2):47-51. HAN L L. Opinions on ball valve participating in regulation guarantee when pump-storage units reject the load[J]. Large Electric Machine and Hydraulic Turbine, 2013(2):47-51. (in Chinese)