| 瓦村水电站正常蓄水位方案比选 |
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| 引用本文： | 熊健.瓦村水电站正常蓄水位方案比选[J].广西水利水电,2012(2):41-43,51. |
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| 作者姓名： | 熊健 |
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| 作者单位： | 广西水利电力勘测设计研究院,广西南宁,530023 |
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| 摘 要： | 瓦村水电站正常蓄水位应考虑尽量与已建的上游梯级那读电站厂房下游水位衔接,通过对装机容量及电能指标、对上游电站的影响、水库淹没的影响、投资及动能经济等方面比较,从瓦村水电站306 m,307 m,308 m 3个正常蓄水位方案中,选定307 m方案为最经济合理的正常蓄水位方案。
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| 关 键 词： | 瓦村水电站 正常蓄水位 方案比选 |
Comparison and determination of NPL schemes for Wacun Hydropower Station |
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| XIONG Jian.Comparison and determination of NPL schemes for Wacun Hydropower Station[J].Gx Water Resources & Hydropower Engineering,2012(2):41-43,51. |
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| Authors: | XIONG Jian |
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| Affiliation: | XIONG Jian (Guangxi Water and Power Design Institute,Nanning 530023,China) |
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| Abstract: | The NPL of Wacun Hydropower Station shall be determined taking into account connection with the tailrace level of upstream Nadu hydropower station which had been put into operation.Three NPL schemes of 306m,307m,308m were compared in respects of installed capacity,energy output,influence on upstream power station,reservoir area inundation,cost and dynamic economic index etc.,before the scheme of 307m was finnaly determined. |
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| Keywords: | Wacun Hydropower Station normal pool level(NPL) comparison and determination of schemes |
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