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本文介绍一种当水轮负荷发生变化对,不忽略导叶启闭时间(T_(?)≠0)情况下,计算调压室水位波动的数学模型,并用相应的计算程序将计算结果和传统方法(T_2=D)之结果进行比较,说明此种算法较为合乎实际,对实际工程计算具有借鉴意义。
This paper presents a mathematical model for calculating the water level fluctuation in the surge chamber when the turbine load is changed and the vane opening and closing time (T _ (?) ≠ 0) is ignored. The calculation results are compared with the traditional Method (T_2 = D) is compared, which shows that this algorithm is more realistic and has reference value for practical engineering calculation.