| 苗尾水电站土工膜心墙堆石围堰渗压计安装研究 |
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| 引用本文： | 张玉龙,马海忠,张朋举.苗尾水电站土工膜心墙堆石围堰渗压计安装研究[J].云南水力发电,2014(1):7-10. |
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| 作者姓名： | 张玉龙 马海忠 张朋举 |
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| 作者单位： | [1]中国水电顾问集团昆明勘测设计研究院,云南 昆明650033 [2]华能澜沧江水电有限公司,云南 昆明650214 |
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| 摘 要： | 苗尾水电站土工膜心墙堆石围堰渗压计安装在工期特别紧、钻孔难度大、电缆保护受干扰的情况下，针对特定的影响因素应用 PM P中的项目质量管理与项目时间管理的相关内容制定了相应的对策并付诸实施社，保证了渗压计的成功安装。有助于对围堰挡水期的渗漏情况进行分析，以采取相应的应急措施。
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| 关 键 词： | 土工膜心墙 堆石围堰 渗压计安装 直线工期 地质条件 |
The Study on the Installation of the Geo -membrane Clay Core Rock-fill Cofferdam Osmometer for Construction of the Miaowei Hydropower Project |
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| Affiliation: | ZHANG Yu--long, MA Hai--zhong, ZHANG Peng--ju (1. Kunming Hydroelectric Investigation, Design Research Institute, CHECC, Kunming, Yunnan 650033, China; 2. Huaneng Lancang River Hydropower Co. , Ltd. , Kunming, Yunnan 650214, China) |
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| Abstract: | The installation of the geomembrane clay core rockfill cofferdam osmometer for construction of the Miaowei hydropower project has successfully been implemented after formulating corresponding meas-ures by applying PM P’s project quality control and project construction schedule management according to the specific factors under the situation of the tight construction schedule ,the great difficulty in boring and power cable being interfered .It helped make analysis of seepage of the cofferdam so as to take necessary e-mergency measures during the water retaining period . |
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| Keywords: | geomembrane core wall rockfill cofferdam installation of osmometer CPM geological condi-tions |
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