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洪振国.水电站混合型调压井水力特性数值模拟研究水资源与水工程学报[J].,2017,28(2):162-167
水电站混合型调压井水力特性数值模拟研究
Research on numerical simulation of hydraulic characteristics of mixed type surge shaft in hydropower station
  
DOI:10.11705/j.issn.1672-643X.2017.02.28
中文关键词:  混合型调压井  数学模型  数值模拟  模型试验
英文关键词:mixed type surge shaft  mathematical model  numerical simulation  model test
基金项目:
作者单位
洪振国 (云南省水利水电勘测设计研究院 云南 昆明 650021) 
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中文摘要:
      混合型调压井水流流态复杂,常规解析法和图解法均不能精确求出混合型调压井涌浪水位波动、压力差变化、调节保证变化等。基于数学模型进行混合型调压井水力特性数值模拟,并通过模型试验验证数值模拟成果可靠性,论证混合型调压井可行性。结果表明:数值模拟和模型试验基本吻合,数值模拟成果是可行的。调压井最高涌波水位低于调压井顶高程,最低涌浪水位大于需要最小淹没水深,调压井底板受到的向上最大压力差较小,水位波动经过上下往返运动,波动不断减少,最后稳定。机组转速、蜗壳和尾水管压力均在合理的范围内,因此调压井底板高程和顶高程、阻抗孔口大小、稳定断面设计是合理的。
英文摘要:
      Because the flow regime of mixed type surge shaft was complicated, The conventional analytical method and graphical methods cannot accurately calculate tits water level fluctuation, pressure difference changes, regulation guarantee change, etc. A numerical simulation of hydraulic characteristics of the mixed type surge shaft was conducted based on the mathematical model , the reliability of numerical simulation results were test by model test, and the feasibility of mixed type surge shaft was discussed. The results showed that, the numerical simulation agreed with model test results basically, and the numerical simulation results were feasible. The highest surge water level was below the top elevation of surge shaft, the lowest surge water level was higher than the required minimum submergence depth, bottom upward surge shaft by the maximum pressure difference was relatively small, the fluctuation of water level moved through the up and down reciprocating, the fluctuation decreased gradually, and finally stabilized. The turbine speed, the spiral case and the draft tube pressure were in reasonable ranges, therefore, the design of surge shaft bottom elevation and top elevation, size of stable impedance orifice and stabilized sectionwas reasonable.
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