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水利枢纽工程有压引水发电隧洞综合比较浅析

Brief analysis on pressure diversion power tunnel of hydro-junction project by comprehensive comparison
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摘要 根据河段的水能资源特点,修建控制性的水利枢纽工程。介绍了枢纽工程中长发电隧洞的洞径计算方法,通过洞径、水头损失、多年平均发电量、工程量、投资及经济净现值的比选分析,论述了长距离发电隧洞洞径的选取对发电效益和工程投资的影响。 The controlled hydro-junction project was constructed according to the hydropower resources characteristics of reach. In this paper, the calculation method for long distance power tunnel diameter of hydro-junction project was introduced. Through the comparison and the analysis on tunnel diameter, head loss, multi-year average generating capacity, engineering quantity, investment and economic net present value, the influence of long distance power tunnel diameter selection on generating benefit and project investment was discussed.
作者 王红帅
出处 《黑龙江水利》 2017年第3期58-61,共4页
关键词 发电洞引水隧洞 洞径 经济比选 发电效益 pressure diversion power tunnel tunnel diameter economic comparison generating benefit
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  • 1SL 72-1994水利建设项目经济评价规范[S].
  • 2华东水利学院.水工设计手册[K].北京:水利电力出版社,1989.
  • 3李炜.水力计算手册[K].北京:中国水利水电出版社,2006.

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