| 万家口子碾压混凝土高拱坝施工导流设计 |
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| 引用本文： | 刘占博.万家口子碾压混凝土高拱坝施工导流设计[J].东北水利水电,2011,29(2):6-8,71. |
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| 作者姓名： | 刘占博 |
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| 作者单位： | 中国水电顾问集团华东勘测设计研究院,浙江,杭州310014 |
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| 摘 要： | 根据万家口子水电站碾压混凝土拱坝所处位置的地形地质条件、工程布置特点及河流水文特性,进行了导流方案、导流程序等设计.选择采用枯水期隧洞加过水围堰的导流布置型式,节约了导流工程投资,较好的适应了工程布置和施工特性,效果较好.
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| 关 键 词： | 导流标准 导流方式 导流程序 万家口子水电站工程 |
Design of construction diversion for Wanjiakouzi roller compacted concrete high arch dam |
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| LIU Zhan-bo.Design of construction diversion for Wanjiakouzi roller compacted concrete high arch dam[J].Water Resources & Hydropower of Northeast China,2011,29(2):6-8,71. |
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| Authors: | LIU Zhan-bo |
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| Affiliation: | LIU Zhan-bo |
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| Abstract: | According to the topographic and geologic condition,the project layout characteristics and river hydrological characteristics of roller compacted concrete arch dam position for Wanjiakouzi hydropower station,the diversion scheme and program were designed.By using the division mode of the tunnel and overflow cofferdam during the dry season,it not only save the investment of diversion project,but also better adopt the project layout and construction characteristics,which has the better effect. |
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| Keywords: | diversion mode diversion program Wanjiakouzi hydropower station |
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