Partners in T Pluribus Unum, Sea of Glass V1, V2, V3.pdf
Lu_31_ICGCM_MassiveSandstoneChannel_5
1. Daniel W.H. Su, Sr. geomechanical engineer
Greg J. Hasenfus, Sr. geomechanical engineer
Luke Stull, geologist
Jun Lu, geomechanical engineer
Mark Van Dyke, geologist
Stephen Morgan, geologist
Paul Kelley, mine engineer
Don Teter, project engineer
6. Introduction
F20 Longwall Panel Problems
Delayed caving behind shield
supports
Massive sandstone pot-outs in
front of shields
Increased risk to personnel
Delayed Production
Longwall production
footage per week
344
24
106
306
371
338
230
7. Objective
To evaluate the effectiveness of the hydraulic fracturing program
and the validity of Longwall Visual Analysis (LVA) software to
mitigate the impact of a 1, 000-foot (305-meter) wide massive
sandstone channel on a 1,500-ft-wide (457-meter-wide) longwall
face.
11. Frac Process
Perforations were shot into the casing at the targeted horizons to pre-
fracture the sandstone. The estimated shot penetration into the borehole
surface was about 26 to 30 inches (0.66 to 0.76 meter).
16. Longwall Visual Analysis (LVA)
LVA was installed to track the face pressure and cavity formation index.
Cavity Risk Index (CRI)
17. Face Monitoring and Evaluation
To evaluate the effectiveness of the hydraulic fracturing program and the
validity of LVA software, daily face monitoring over a 4-week period was
conducted.
Based on the collected information, the correlations among the observed
face conditions, the hydro frac hole locations and the LVA cavity formation
prediction were analyzed.
Underground
Observation
Hydraulic
Fracturing
Longwall
Visual
Analysis