In this study, we introduce a novel field-based method to estimate specific yield (S) in fractured, low-porosity granite aquifers using borehole nuclear magnetic resonance (bNMR). This method requires collecting a bNMR survey immediately following a pump test, which dewaters the near-borehole fractures. The residual water content measured from bNMR is interpreted as "bound" and represents the specific retention (S) while the water drained by the pump is the S. The transverse relaxation cutoff time (T) is the length of time that partitions the total porosity measured by bNMR into S and S. When applying a calibrated T, S equals the bNMR total porosity minus S; thus, a calibrated T is required to determine S directly from NMR results. Based on laboratory experiments on sandstone cores, the default T is 33 ms; however, its applicability to fractured granite aquifers is uncertain. The optimal T based on our pumping test is 110 ± 25 ms. Applying this calibrated T on a saturated, A-type granite at our field site, we estimate the S to be 0.012 ± 0.005 m m which is significantly different from the S (0.021 ± 0.005 m m) estimate using the default T of 33 ms. This S estimate falls within a range determined using traditional hydraulic testing at the same site. Using the conventional T (33 ms) for fractured granite leads to an inaccurate S; therefore, it is essential to calibrate the bNMR T for the local site conditions prior to estimating S.
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Sci Rep
January 2025
Xincheng Gold Mine of Shandong Gold Mining Co., Ltd., Laizhou, 261400, Shandong, China.
The creep failure of rocks is related to its microstructure, external loading and time. A nonlinear yield model was introduced to describe the variation in the cohesion and friction angle with plastic strain and intergranular stress. The mechanical properties and creep characteristics of deep granite were obtained by indoor tests, and a variable radius particle clump model was constructed based on the particle flow method.
View Article and Find Full Text PDFACS Omega
December 2024
Shenmu Ningtiaota Mining Company, Shaanxi Coal and Chemical Industry Group, Shenmu, Shaanxi 719300, China.
Given that conducting controllable shock wave tests in actual rock formations underground in coal mines affects coal mine production with the parameters required for equipment design and incurs significant costs, a series of ground tests were conducted separately. First, the impact of energy storage on rock breaking efficiency was analyzed. Then, physical simulation experiments were conducted on the differential efficiency of controllable shock waves on high-strength cement, sandstone, granite, solid granite, and limestone.
View Article and Find Full Text PDFSci Rep
January 2025
State Key Laboratory of Shield Machine and Boring Technology, Zhengzhou, 450001, Henan, China.
As a novel type of pulsed water jet (PWJ), the pressurized pulsed water jet (PPWJ) shows great potential in the field of rock fragmentation engineering. In this study, the macro and micro morphologies of erosion craters on different targets (sandstone and granite) were measured to investigate the rock fragmentation characteristics of PPWJ. The results show that the fragmentation processes of granite and sandstone are significantly different from each other.
View Article and Find Full Text PDFJ Hazard Mater
November 2024
School of Earth and Environmental Sciences, Seoul National University, Seoul 08826, Republic of Korea. Electronic address:
The distribution of uranium (U) concentrations, which reached up to 322 µg/L, was found to correlate with the pattern of fractures within the natural barrier system (NBS). Analysis of the vertical distribution of dissolved oxygen (DO), dissolved organic carbon (DOC), tritium (H), microbial communities, and HO and SO isotopes revealed insights into oxic water infiltration within the heterogeneous fractured system. Their distribution showed that the average infiltration depth at the KURT site is 200 m, while in external areas with a high frequency of fractures, oxic conditions extended down to 495 m.
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