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南琛, 张民庆. 五爪观隧道暗河段施工技术[J]. 岩土工程学报, 2007, 29(6): 948-953.
引用本文: 南琛, 张民庆. 五爪观隧道暗河段施工技术[J]. 岩土工程学报, 2007, 29(6): 948-953.
NAN Chen, ZHANG Mingqing. Construction technology of underground river section of Wuzhaoguan tunnel[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(6): 948-953.
Citation: NAN Chen, ZHANG Mingqing. Construction technology of underground river section of Wuzhaoguan tunnel[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(6): 948-953.

五爪观隧道暗河段施工技术

Construction technology of underground river section of Wuzhaoguan tunnel

  • 摘要: 五爪观隧道于DK49+274~+345(长71 m)段与五爪观暗河正交,隧道洞身完全置于暗河的厚层堆积体中。暗河地下水以碳酸盐岩溶水为主,旱季流量0.6 m3/s,雨季流量10 m3/s。暗河水为下游五爪观风景区悬挂泉(五爪水泉)和五爪观水电站的补给源,因此,暗河水不具备泄排条件。针对该暗河特点以及暗河与隧道的空间相关性,现场制定了一系列技术措施,从而确保了五爪观隧道暗河段的安全顺利施工。

     

    Abstract: The underground river section of the Wuzhaoguan Tunnel entirely buried by the deposit of the fertile silt at the bottom of the river intersects the underground river at DK49+274~+345(71 m in length) with a right angle.The compounds contained in the water of the underground river are mostly composed of the dissolved constituents from the carbonate rock.The water discharge is 0.6 m3/s in the dry season and 10 m3/s in the raining season.Additionally,because the underground river is a recharging source for Hanging Spring(Wuzhao Spring) of Wuzhaoguan and it will be expected to be used by the Wuzhao Hydroelectric Power Station to generate electricity,the water may not be pumped from the river for the further construction of the project.Thus,according to the above mentioned and the spacial relationship between the underground river and the tunnel,a series of measures were designed to ensure that the construction of the underground river section of the Wuzhaoguan Tunnel could be completed safely and smoothly.

     

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