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Gas Release as a Deformation Signal

Bauer, Stephen J.

Radiogenic noble gases are contained in crustal rock at inter and intra granular sites. The gas composition depends on lithology, geologic history, fluid phases, and the aging effect by decay of U, Th, and K. The isotopic signature of noble gases found in rocks is vastly different than that of the atmosphere which is contributed by a variety of sources. When rock is subjected to stress conditions exceeding about half its yield strength, micro-cracks begin to form. As rock deformation progresses a fracture network evolves, releasing trapped noble gases and changing the transport properties to gas migration. Thus, changes in gas emanation and noble gas composition from rocks could be used to infer changes in stress-state and deformation. The purpose of this study has been to evaluate the effect of deformation/strain rate upon noble gas release. Four triaxial experiments were attempted for a strain rate range of %7E10-8 /s (180,000s) to %7E 10-4/s (500s); the three fully successful experiments (at the faster strain rates) imply the following: (1) helium is measurably released for all strain rates during deformation, this release is in amounts 1-2 orders of magnitude greater than that present in the air, and (2) helium gas release increases with decreasing strain rate.

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Evolution of permeability and Biot coefficient at high mean stresses in high porosity sandstone

International Journal of Rock Mechanics and Mining Sciences

Ingraham, Mathew D.; Bauer, Stephen J.; Issen, Kathleen A.; Dewers, Thomas D.

A series of constant mean stress (CMS) and constant shear stress (CSS) tests were performed to investigate the evolution of permeability and Biot coefficient at high mean stresses in a high porosity reservoir analog (Castlegate sandstone). Permeability decreases as expected with increasing mean stress, from about 20 Darcy at the beginning of the tests to between 1.5 and 0.3 Darcy at the end of the tests (mean stresses up to 275 MPa). The application of shear stress causes permeability to drop below that of a hydrostatic test at the same mean stress. Results show a nearly constant rate decrease in the Biot coefficient as the mean stress increases during hydrostatic loading, and as the shear stress increases during CMS loading. CSS tests show a stabilization of the Biot coefficient after the application of shear stress.

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Gas permeability of granular salt during consolidation

51st US Rock Mechanics / Geomechanics Symposium 2017

Stormont, J.C.; Lampe, B.L.; Lynn, T.D.; Bauer, Stephen J.

Gas permeability measurements have been made on granular samples during consolidation under hydrostatic stresses up to 40 MPa and temperatures up to 250 °C. The initial porosity of the samples prior to consolidation was as great as 0.40; depending on the test conditions and duration, the resulting final porosity was between 0.08 and less than 0.01. Although these tests were conducted at different temperatures, pressures, durations and salt types, a similar reduction in permeability was observed. The permeability steadily decreased from the initial relatively large value around 10-14 m2 until after some critical porosity is reached (between 0.02 to 0.05); below the critical porosity, the permeability decreased at an increased rate. This response is attributed to loss of pore connectivity within the consolidating salt sample. The data suggest a very low porosity will have to be reached before the permeability of consolidating granular salt will be comparable to intact salt for conditions considered here.

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Well Integrity for Natural Gas Storage in Depleted Reservoirs and Aquifers

Bauer, Stephen J.; Blankenship, Douglas A.; Roberts, Barry L.; Freifeld, Barry M.; Oldenburg, Curtis O.; Jordan, Preston J.; Perfect, Scott P.; Morris, Joseph P.; Bromhal, Grant B.; Glosser, Deborah G.; Wyatt, Douglas W.

Natural gas storage facilities are a critical component of our energy supply and distribution chain, allowing elasticity in gas supply to accommodate daily to seasonal demand fluctuations. As has been made evident by the recent Aliso Canyon Gas Storage facility incident, a loss of well integrity may result in significant consequences, including the prolonged shutdown of an entire facility. The Aliso Canyon gas well blowout emitted approximately 100,000 tonnes of natural gas (mostly methane) over 4 months and displaced thousands of nearby residents from their homes. The high visibility of the event has led to increased scrutiny of the safety of natural gas storage at the Aliso Canyon facility, led to questions about energy reliability, and raised broader concerns for natural gas storage integrity throughout the country.

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Deep Borehole Field Test Laboratory and Borehole Testing Strategy

Kuhlman, Kristopher L.; Brady, Patrick V.; MacKinnon, R.J.; Heath, Jason; Herrick, Courtney G.; Jensen, Richard P.; Gardner, W.P.; Sevougian, Stephen D.; Bryan, Charles R.; Jang, Jay J.; Stein, Emily S.; Bauer, Stephen J.; Daley, Tom D.; Freifeld, Barry M.; Birkholzer, Jens T.; Spane, Frank A.

Deep Borehole Disposal (DBD) of high-level radioactive wastes has been considered an option for geological isolation for many years (Hess et al. 1957). Recent advances in drilling technology have decreased costs and increased reliability for large-diameter (i.e., ≥50 cm [19.7”]) boreholes to depths of several kilometers (Beswick 2008; Beswick et al. 2014). These advances have therefore also increased the feasibility of the DBD concept (Brady et al. 2009; Cornwall 2015), and the current field test design will demonstrate the DBD concept and these advances. The US Department of Energy (DOE) Strategy for the Management and Disposal of Used Nuclear Fuel and High-Level Radioactive Waste (DOE 2013) specifically recommended developing a research and development plan for DBD. DOE sought input or expression of interest from States, local communities, individuals, private groups, academia, or any other stakeholders willing to host a Deep Borehole Field Test (DBFT). The DBFT includes drilling two boreholes nominally 200m [656’] apart to approximately 5 km [16,400’] total depth, in a region where crystalline basement is expected to begin at less than 2 km depth [6,560’]. The characterization borehole (CB) is the smaller-diameter borehole (i.e., 21.6 cm [8.5”] diameter at total depth), and will be drilled first. The geologic, hydrogeologic, geochemical, geomechanical and thermal testing will take place in the CB. The field test borehole (FTB) is the larger-diameter borehole (i.e., 43.2 cm [17”] diameter at total depth). Surface handling and borehole emplacement of test package will be demonstrated using the FTB to evaluate engineering feasibility and safety of disposal operations (SNL 2016).

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Well Integrity for Natural Gas Storage in Depleted Reservoirs and Aquifers

Bauer, Stephen J.; Blankenship, Douglas A.; Roberts, Barry L.

The 2015-2016 Aliso Canyon/Porter Ranch natural gas well blowout emitted approximately 100,000 tonnes of natural gas (mostly methane, CH4) over four months. The blowout impacted thousands of nearby residents, who were displaced from their homes. The high visibility of the event has led to increased scrutiny of the safety of natural gas storage at the Aliso Canyon facility, as well as broader concern for natural gas storage integrity throughout the country. This report presents the findings of the DOE National Laboratories Well Integrity Work Group efforts in the four tasks. In addition to documenting the work of the Work Group, this report presents high priority recommendations to improve well integrity and reduce the likelihood and consequences of subsurface natural gas leaks.

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Results 51–75 of 165
Results 51–75 of 165