首页 | 本学科首页   官方微博 | 高级检索  
     检索      


Hydromechanical behavior during constant-rate pumping tests in fractured gneiss
Authors:Todd Schweisinger  Erik J Svenson  Lawrence C Murdoch
Institution:1. Department of Mechanical Engineering, 102 Fluor Daniel Engineering Innovation Building, Clemson University, Clemson, SC, 29634, USA
2. CH2M HILL, 9428 Baymeadows Road Suite 300, Jacksonville, FL, 32256, USA
3. Department of Environmental Engineering and Earth Sciences, 340 Brackett Hall, Clemson University, Clemson, SC, 29634, USA
Abstract:Deformation and fluid pressure during constant-rate pumping tests were characterized by sensitivity analyses using a theoretical model of a deformable fracture, and by conducting and analyzing field tests at a site underlain by fractured biotite gneiss in western South Carolina, USA. The sensitivity analysis indicates that displacement is a hysteretic function of fluid pressure during constant-rate pumping tests, and the signals are affected by properties of the fracture (normal stiffness, aperture, and heterogeneities in the fracture plane) and enveloping rock (elastic modulus and permeability). The field tests used a removable borehole extensometer to measure axial displacements in the pumping well. The field results are generally similar to simulations, and the hydraulic and mechanical properties obtained by inversion of the pumping test results are essentially the same as results from hydromechanical slug tests. The observed displacements early in the pumping tests are less than, whereas late in the test they are greater than predicted values assuming a uniform fracture. This difference can be explained as a consequence of preferential flow within the fracture. These results indicate that displacements in a wellbore are sensitive to details of fracture connectivity and preferential flow that are difficult to detect through the pressure signal alone.
Keywords:
本文献已被 SpringerLink 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号