| 芭蕉河二级水电站浆砌石拱坝设计 |
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| 引用本文： | 邓传立,袁华. 芭蕉河二级水电站浆砌石拱坝设计[J]. 湖北水力发电, 2002, 0(Z1): 16-21 |
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| 作者姓名： | 邓传立 袁华 |
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| 作者单位： | 邓传立（恩施自治州水利电力勘测设计院,湖北,恩施,445000）;袁华（恩施自治州水利电力勘测设计院,湖北,恩施,445000） |
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| 摘 要： | 芭蕉河二级水电站挡水建筑物为浆砌石双曲拱坝,采用浆砌石坝体自身防渗的防渗形式.泄水建筑物为坝顶泄洪表孔和坝身泄洪中孔,分别采用大差动齿坎和窄缝挑流消能工.模型试验和实际运行表明,浆砌石拱坝体型、坝体防渗及泄水建筑物等设计是成功的.
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| 关 键 词： | 芭蕉河二级水电站 浆砌石拱坝 泄水建筑物 |
Design for Masonry Arch Dam of Bajiao River- Ⅱ Hydropower Station |
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| Deng Chuanli Yuan Hua. Design for Masonry Arch Dam of Bajiao River- Ⅱ Hydropower Station[J]. Hubei Water Power, 2002, 0(Z1): 16-21 |
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| Authors: | Deng Chuanli Yuan Hua |
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| Abstract: | The outline of the masonry arch dam is double-curved, the dam body is impervious, the crest spillway is built of slotted-type bucket and the mid-discharge orifice is slit-type bucket. The data of model test and proto observation show that the design of the dam is successful. |
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