| 仙游抽水蓄能电站2号引水隧洞充排水试验实测数据分析 |
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| 引用本文： | 邹仕鑫.仙游抽水蓄能电站2号引水隧洞充排水试验实测数据分析[J].中国农村水电及电气化,2014(2):48-52. |
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| 作者姓名： | 邹仕鑫 |
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| 作者单位： | 福建仙游抽水蓄能有限公司,福建仙游351267 |
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| 摘 要： | 本文对仙游抽水蓄能电站工程2号引水隧洞充排水试验过程中所观测记录到的实测资料进行分析，讨论高压隧洞围岩承载、衬砌与围岩之间渗流场而形成渗流力等理论概念，通过实测资料进一步说明隧洞衬砌混凝土允许开裂、由经高压固结灌浆的围岩来抵抗内水压力及承担防渗的设计符合实际，供同类工程参考与借鉴。
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| 关 键 词： | 引水隧洞充排水试验 观测记录 渗压计 钢筋计 山体水位计 |
Analysis of Water Filling and Discharging Test Experiment Data in Xianyou Pumped Energy Storage Power Station No. 2 Drainage Tunnel |
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| ZOU Shi-xin.Analysis of Water Filling and Discharging Test Experiment Data in Xianyou Pumped Energy Storage Power Station No. 2 Drainage Tunnel[J].Rural Hydropower & Electrification in China,2014(2):48-52. |
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| Authors: | ZOU Shi-xin |
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| Affiliation: | ZOU Shi-xin (Fujian Xianyou Pumped Energy Storage Co., Ltd., Xianyou 351267, China) |
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| Abstract: | Actually measured datas recorded by observation in Water Filling and Discharging Test Process of Xianyou Pumped Energy Storage Power Station Project No. 2 Drainage Tunnel are analyzed. Load bearing on surrounding rock in high pressure tunnel, formation of seepage force in seepage field between lining and surrounding rock, and other theory concepts are discussed. It is further explained by actually measured data that cracks are allowed on tunnel lining concrete, design of resisting inner hydraulic pressure and bearing anti-seepage by surrounding rock undergoing high pressure consolidation grouting is in line with actual condition, which can provide reference for similar projects. |
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| Keywords: | drainage tunnel water filling and discharging tests observation records piezometers reinforcement meter mountain water level gauge |
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