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Time-dependent thermal degradation of lost circulation materials in geothermal systems

Geothermics

Kibikas, William M.; Chang, Chun; Bauer, Stephen J.; Nakagawa, Seiji; Dobson, Patrick; Kneafsey, Timothy; Samuel, Abraham

Treatment of lost circulation can represent anywhere from 5 to 25 % of the cost in drilling geothermal wells. The cost of the materials used for lost circulation treatment is less important than their effectiveness at reducing fluid losses. In geothermal systems, the high temperatures (>90 °C) are expected to degrade many commonly used lost circulation materials over time. This degradation could compromise different materials ability to mitigate fluid loss, creating more non-productive time as multiple treatments are needed, but may result in recovering desired permeability zones within the reservoir section over time. This research aimed to study how thermal degradation of eight different lost circulation materials affected their properties relevant to sealing loss zones in geothermal wells. Mass loss experiments were conducted with each material at temperatures of 90–250 °C for 1–42 days to measure the breakdown of the material at geothermal conditions, collecting gases during several experiments to determine the waste produced during degradation. Compaction experiments were conducted with the degraded materials to show how temperatures reduced the rigidity and increased packing of the materials. Viscosity tests were conducted to show the impact of different materials on drilling fluid rheology. Microscope observations were conducted to characterize the alterations to each material due to thermal degradation. Organic materials tend to degrade more than inorganic materials, with organics like microcellulose, cotton seed hulls and sawdust losing 30–50 % of their mass after 1 day of heating at 200 °C, while inorganics like magma fiber only lose ∼5–10 % of its mass after one day of heating at 200 °C. Granular materials are the strongest when compacted despite any mass loss, while fibrous and flaky materials are fairly weak and breakdown easily under stress. The materials do not generally affect fluid rheology unless they have a viscosifying agent as part of the mixture. Microscopic analysis showed that more rigid materials like microcellulose and cedar fiber degrade in brittle manners with splitting and fracturing, while others like cotton seed hulls degrade in more ductile manners forming meshes or clumps of material. The thermal breakdown of lost circulation materials tested suggests that each material should also be classified by its degree of thermal degradability, as at certain temperatures the materials can lose the capability to bridge loss zones around the wellbore.

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LYNM-PE1 Seismic Parameters from Borehole Log, Laboratory, and Tabletop Measurements

Wilson, Jennifer E.; Bodmer, Miles A.; Townsend, Margaret J.; Choens, Robert C.; Bartlett, Tara; Dietel, Matthew; Downs, Nicholas M.; Laros, James H.; Smith, Devon; Larotonda, Jennifer M.; Jaramillo, Johnny L.; Barrow, Perry C.; Kibikas, William M.; Sam, Robert C.W.P.; Broome, Scott T.; Davenport, Kathy D.

The goal of this work is to provide a database of quality-checked seismic parameters which can be integrated with the Geologic Framework Model (GFM) for the LYNM-PE1 (Low Yield Nuclear Monitoring – Physical Experiment 1) testbed. We integrated data from geophysical borehole logs, tabletop measurements on collected core, and laboratory measurements.

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Water-Weakening and Time-Dependent Deformation of Organic-Rich Chalks

Rock Mechanics and Rock Engineering

Kibikas, William M.; Choens, Robert C.; Bauer, Stephen J.; Shalev, Eyal; Lyakhovsky, Vladimir

The Ghareb Formation is a shallowly buried porous chalk in southern Israel that is being considered as a host rock for a geologic nuclear waste repository. Setup and operation of a repository will induce significant mechanical, hydrological and chemical perturbations in the Ghareb. Developing a secure repository requires careful characterization of the rock behavior to different loads. To characterize hydromechanical behavior of the Ghareb, several short- and long-term deformation experiments were conducted. Hydrostatic loading tests were conducted both dry and water-saturated, using different setups to measure elastic properties, time-dependent behavior, and permeability. A set of triaxial tests were conducted to measure the elastic properties and rock strength under differential loading at dry and water-saturated conditions. The hydrostatic tests showed the Ghareb began to deform inelastically around 12–15 MPa, a relatively low effective pressure. Long-term permeability measurements demonstrated that permeability declined with increasing effective pressure and was permanently reduced by ~ 1 order of magnitude after unloading pressure. Triaxial tests showed that water saturation significantly degrades the rock properties of the Ghareb, indicating water-weakening is a significant risk during repository operation. Time-dependent deformation is observed during hold periods of both the hydrostatic and triaxial tests, with deformation being primarily visco-plastic. The rate of deformation and permeability loss is strongly controlled by the effective pressure as well. Additionally, during holds of both hydrostatic and triaxial tests, it is observed that when water-saturated, radial strain surpassed axial strain when above effective pressures of 13–20 MPa. Thus, deformation anisotropy may occur in situ during operations even if the stress conditions are hydrostatic when above this pressure range.

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Development of Chemical-Encapsulating Microparticles for Delayed Flow Diverter Formation in EGS Reservoirs Away from Wells

Transactions - Geothermal Resources Council

Chang, Chun; Nakagawa, Seiji; Kibikas, William M.; Kneafsey, Timothy; Dobson, Patrick; Samuel, Abraham; Otto, Michael; Bruce, Stephen; Kaargeson-Loe, Nils

Although enhancing permeability is vital for successful development of an Enhanced Geothermal System (EGS) reservoir, high-permeability pathways between injection and production wells can lead to short-circuiting of the flow, resulting in inefficient heat exchange with the reservoir rock. For this reason, the permeability of such excessively permeable paths needs to be reduced. Controlling the reservoir permeability away from wells, however, is challenging, because the injected materials need to form solid plugs only after they reach the target locations. To control the timing of the flow-diverter formation, we are developing a technology to deliver one or more components of the diverter-forming chemicals in microparticles (capsules) with a thin polymer shell. The material properties of the shell are designed so that it can withstand moderately high temperatures (up to ~200°C) of the injected fluid for a short period of time (up to ~30 minutes), but thermally degrades and releases the reactants at higher reservoir temperatures. A microfluidic system has been developed that can continuously produce reactant-encapsulating particles. The diameter of the produced particles is in the range of ~250-650 μm, which can be controlled by using capillary tubes with different diameters and by adjusting the flow rates of the encapsulated fluid and the UV-curable epoxy resin for the shell. Preliminary experiments have demonstrated that (1) microcapsules containing chemical activators for flow-diverter (silicate gel or metal silicate) formation can be produced, (2) the durability of the shell can be made to satisfy the required conditions, and (3) thermal degradation of the shell allows for release of the reaction activators and control of reaction kinetics in silica-based diverters.

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Thermal-Hydrological-Mechanical Characterization of the Ghareb Formation at Conditions of High-Level Nuclear Waste Disposal

56th U.S. Rock Mechanics/Geomechanics Symposium

Kibikas, William M.; Bauer, Stephen J.; Choens, Robert C.; Shalev, E.; Lyakhovsky, V.

The Ghareb Formation in the Yasmin Plain of Israel is under investigation as a potential disposal rock for nuclear waste disposal. Triaxial deformation tests and hydrostatic water-permeability tests were conducted with samples of the Ghareb to assess relevant thermal, hydrological, and mechanical properties. Axial deformation tests were performed on dry and water-saturated samples at effective pressures ranging from 0.7 to 19.6 MPa and temperatures of 23 ℃ and 100 ℃, while permeability tests were conducted at ambient temperatures and effective pressures ranging from 0.7 to 20 MPa. Strength and elastic moduli increase with increasing effective pressure for the triaxial tests. Dry room temperature tests are generally the strongest, while the samples deformed at 100 ℃ exhibit large permanent compaction even at low effective pressures. Water permeability decreases by 1-2 orders of magnitude under hydrostatic conditions while experiencing permanent volume loss of 4-5%. Permeability loss is retained after unloading, resulting from permanent compaction. A 3-D compaction model was used to demonstrate that compaction in one direction is associated with de-compaction in the orthogonal directions. The model accurately reproduces the measured axial and transverse strain components. The experimentally constrained deformational properties of the Ghareb will be used for 3-D thermal-hydrological-mechanical modelling of borehole stability.

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Thermal Expansion, Fluid Flow, and Thermal Shock of Cement and a Cement/Steel Interface at Elevated Pressure and Temperature

Transactions - Geothermal Resources Council

Bauer, Stephen J.; Barrow, Perry C.; Kibikas, William M.; Pyatina, Tatiana; Sugama, Toshifumi

A critical parameter for the well integrity in geothermal storage and production wells subjected to frequent thermal cycling is the interface between the steel and cement. In geothermal energy storage and energy production wells an insulating cement sheath is necessary to minimize heat losses through the heat uptake by cooler rock formations with high thermal conductivity. Also critical parameters for the well integrity in geothermal storage and production wells subjected to frequent thermal cycling is the interface between metal casing and cement composite. A team from Sandia and Brookhaven National Labs is evaluating special cement formulations to facilitate use during severe and repeated thermal cycling in geothermal wells; this paper reports on recent finding using these more recently developed cements. For this portion of the laboratory study we report on preliminary results from subjecting this cement to high temperature (T> 200°C), at a confining pressure of 13.8 MPa, and pore water pressure of 10.4 MPa. Building on previous work, we studied two sample types; solid cement and a steel cylinder sheathed with cement. In the first sample type we measured fluid flow at increasing elevated temperatures and pressure. In the second sample type, we flowed water through the inside of the steel cylinder rapidly to develop an inner to outer thermal gradient using this specialized test geometry. In the paper we report on water permeability estimates at elevated temperatures and the results of rapid thermal cycling of a steel/cement interface. Posttest observations of the steel-cement interface reveal insight into the nature of the steel/cement bond.

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Mechanical Response of Castlegate Sandstone under Hydrostatic Cyclic Loading

Geofluids

Kibikas, William M.; Bauer, Stephen J.

The stress history of rocks in the subsurface affects their mechanical and petrophysical properties. Rocks can often experience repeated cycles of loading and unloading due to fluid pressure fluctuations, which will lead to different mechanical behavior from static conditions. This is of importance for several geophysical and industrial applications, for example, wastewater injection and reservoir storage wells, which generate repeated stress perturbations. Laboratory experiments were conducted with Castlegate sandstone to observe the effects of different cyclic pressure loading conditions on a common reservoir analogue. Each sample was hydrostatically loaded in a triaxial cell to a low effective confining pressure, and either pore pressure or confining pressure was cycled at different rates over the course of a few weeks. Fluid permeability was measured during initial loading and periodically between stress cycles. Samples that undergo cyclic loading experience significantly more inelastic (nonrecoverable) strain compared to samples tested without cyclic hydrostatic loading. Permeability decreases rapidly for all tests during the first few days of testing, but the decrease and variability of permeability after this depend upon the loading conditions of each test. Cycling conditions do affect the mechanical behavior; the elastic moduli decrease with the increasing loading rate and stress cycling. The degree of volumetric strain induced by stress cycles is the major control on permeability change in the sandstones, with less compaction leading to more variation from measurement to measurement. The data indicate that cyclic loading degrades permeability and porosity more than static conditions over a similar period, but the petrophysical properties are dictated more by the hydrostatic loading rate rather than the total length of time stress cycling is imposed.

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24 Results
24 Results