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首页> 外文期刊>Journal of Hydrology >Cross-hole fracture connectivity assessed using hydraulic responses during liner installations in crystalline bedrock boreholes
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Cross-hole fracture connectivity assessed using hydraulic responses during liner installations in crystalline bedrock boreholes

机译:在晶体基岩钻孔中使用液压响应评估的交叉孔断裂连接

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Highlights?Borehole liner installations are used as an innovative cross-hole testing method.?A conceptual model for groundwater flow in a fracture network is developed.?Estimated hydraulic parameters compare favorably to conventional cross-hole tests.AbstractIn order to continually improve the current understanding of flow and transport in crystalline bedrock environments, developing and improving fracture system characterization techniques is an important area of study. The presented research examines the installation of flexible, impermeable FLUTe? liners as a means for assessing cross-hole fracture connectivity. FLUTe? liners are used to generate a new style of hydraulic pulse, with pressure response monitored in a nearby network of open boreholes drilled in gneissic rock of the Canadian Shield in eastern Ontario, Canada. Borehole liners were installed in six existing 10–15?cm diameter boreholes located 10–35?m apart and drilled to depths ranging between 25–45?m. Liner installation tests were completed conse
机译:<![cdata [ 亮点 钻孔衬垫安装用作创新的交叉孔测试方法。 地下水的概念模型开发了骨折网络中的流动。 估计的液压参数对传统的交叉孔测试有利比较。 抽象 按顺序查看=“全部”>为了不断改善目前对流动和运输的目前的晶体基岩环境的理解,开发和提高骨折系统表征技术是一个重要的研究领域。本研究审查了灵活,不透水长笛的安装?衬垫作为评估交叉孔断裂连通性的手段。长笛?衬里用于产生新的液压脉冲风格,在加拿大东安大略省东部的加拿大盾牌的神奇岩石中钻的附近的开孔网络中监测压力响应。钻孔衬垫安装在六个现有的10-15厘米的直径孔中,位于10-35Ω·米,钻到深度范围在25-45米之间。衬垫安装测试已完成已完成

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