| 二台子水电站下泄生态流量计算与工程措施探讨 |
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| 引用本文： | 王姝,师红霞,黄川友,殷彤.二台子水电站下泄生态流量计算与工程措施探讨[J].水利科技与经济,2013,19(4):78-80. |
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| 作者姓名： | 王姝 师红霞 黄川友 殷彤 |
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| 作者单位： | 四川大学水利水电学院,成都,610065 |
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| 摘 要： | 山区小型河流引水式水电站开发时,需考虑到下泄生态流量的问题。以四川省九龙县二台子水电站为实例,采用Tennant法和R2-CROSS法计算其生态流量并对比分析,针对二台子水电站坝首已完工的特点,进一步探讨其下泄生态流量的工程措施与可行性。
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| 关 键 词： | 水电站 下泄生态流量 工程措施 |
Research on the Determination and Engineering Measures of Ertaizi Hydropower Station Discharge Ecological Flow |
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| WANG Shu
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SHI Hong-xia
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HUANG Chuan-you
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YIN Tong.Research on the Determination and Engineering Measures of Ertaizi Hydropower Station Discharge Ecological Flow[J].Water Conservancy Science and Technology and Economy,2013,19(4):78-80. |
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| Authors: | WANG Shu SHI Hong-xia HUANG Chuan-you YIN Tong |
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| Affiliation: | (College of Hydraulic and Hydroelectric Engineering, Sichuan University, Chengdu 610065, China) |
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| Abstract: | The discharge of the ecological flow should be considered when the diversion type hydropower stations are developed in small rivers of mountain area. Taking Ertaizi hydropower station as example, the paper Calculates ecological flow in the ways of Tennant and R2 - CROSS, and takes a further research about the engineering measures of discharging ecological flow. |
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| Keywords: | hydropower station ecological flow engineering measure |
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