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Updated: May 5, 2026

A Uniaxial Compression Experiment with CO2-Bearing Coal Using a Visualized and Constant-Volume Gas-Solid Coupling Test System
Published on: June 12, 2019
Characteristic of the infiltration recharge effect in coal mine under reservoirs
Tianwen Long1, Kang Guo2, Rong Shang2
1China Coal Technology and Industry Xi'an Research Institute (Group) Co., Ltd., Xi'An, 710076, Shaanxi, China. ltw@stu.xust.edu.cn.
Abstract:
To address the critical scientific gap in quantifying fracture-dominated seepage mechanisms under reservoir dynamic loading, this study proposes an integrated methodology combining in situ double-ring infiltration experiments (n = 68), particle gradation analysis, and a novel fracture-porosity dual-domain model to assess groundwater recharge and reservoir leakage risks during coal mining beneath the Hongyanhe Reservoir. Key findings reveal: The vadose zone lithology (loess/weathered sandstone/silty clay) exhibits extremely low permeability (K = 6.52 × 10⁻⁷-3.47 × 10⁻⁸ cm/s), providing effective anti-seepage barriers; saturation-driven flow is gravity-dominated, with infiltration rates of 0.000029-0.000563 m/d across lithologies; Reservoir seepage loss at the 4105 working face is 5.9 ± 0.7 m³/d (95% CI), which is lower than conventional model predictions and poses no risk to mine safety; Field observations suggest that fracture density and silt layer thickness are primary controls of seepage variability. This work establishes the first physics-based framework for safe coal extraction under reservoirs, releasing 2.1 million tons of otherwise stranded resources while ensuring reservoir integrity. Results provide a decision-making benchmark for global mining under water bodies.
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