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毛尔盖水电站水力过渡过程计算
引用本文:向培林,聂光利,张海江,王洋,汪洋.毛尔盖水电站水力过渡过程计算[J].四川水力发电,2011,30(2):110-113.
作者姓名:向培林  聂光利  张海江  王洋  汪洋
作者单位:1. 四川电力开发有限公司,四川,成都,610041
2. 三峡大学电气与新能源学院,湖北,宜昌,443002
摘    要:利用相关程序,对四川毛尔盖水电站进行了水力过渡过程计算。通过对导叶关闭规律进行优化计算、调压室波动计算、大波动过渡过程计算、小波动计算以及调节系统的稳定分析,验证了该电站引水发电系统的设计是合理、可行的。

关 键 词:水力过渡过程  小波动  大波动  毛尔盖水电站

Calculation on Hydraulic Transient at Maoergai Hydropower Station
XIANG Pei-lin,NIE Guang-li,ZHANG Hai-jiang,WANG Yang,WANG Yang.Calculation on Hydraulic Transient at Maoergai Hydropower Station[J].Sichuan Water Power,2011,30(2):110-113.
Authors:XIANG Pei-lin  NIE Guang-li  ZHANG Hai-jiang  WANG Yang  WANG Yang
Affiliation:WANG Yang(1.Sichuan Power Development Co.Ltd.,Chengdu,Sichuan,610041,China;2.College of Electrical Engineering & Renewable Energy,Three Gorges University,Yichang,Hubei,443002,China)
Abstract:Calculation on hydraulic transient at Maoergai hydropower stations in Sichuan is performed by using program.Through the optimization calculation of closing rules of guide vane,the undulation calculation in surge chamber,the calculation of strong wave fluctuations in transition,the calculation of weak wave calculation and the stability analysis of regulating system,it is proved that the design of the hydropower headrace power systems is reasonable and feasible.
Keywords:hydraulic transient  weak fluctuations  strong fluctuations
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