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DCIF Westerly Granite AE Stress Effect Test (Task 3-1)Source

Directional Cooling-Induced Fracturing (DCIF) experiments were conducted on rectangular Westerly granite blocks (width=depth=4.0", height=2.0"). Liquid nitrogen was poured in a small, 1"-diameter copper cup attached to the top of the sample, and the resulting acoustic emissions (AEs) and temperature changes on the surface of the sample were monitored. Several confining stresses were applied bi-axially to the sides of the samples so that the onset of AE activity and the stress applied to the sample were correlated. The obtained AEs were used to determine the microcracking source locations and amplitude, and the associated moment tensors. Included in this submission are the animations of the AE locations and graphics displaying the measured temperature-AE activity changes for different stresses.

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No licence known
Tags:
Westerly Graniteacoustic emissionacoustic emission locationacoustic emission ratedataenergyfracturefracturinggeophysicsgeothermalgranitemicrofractureprocessed datastressstress measurementstress testingtemperaturethermal fracturing
Formats:
TXTtifDOCXavi
National Renewable Energy Laboratory (NREL)about 1 year ago
Data associated with publication "The Complicated Link between Material Properties and Microfracture Density for an Underground Explosion in Granite"

This data is presented in a manuscript titled "The Complicated Link between Material Properties and Microfracture Density for an Underground Explosion in Granite" that was accepted for publication at Journal of Geophysical Research - Solid Earth.

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No licence known
Tags:
elastic propertiesgranitematerial propertiesmicrofractures
Formats:
XLSX
National Energy Technology Laboratory (NETL)about 1 year ago
Directional Cooling-Induced Fracturing Westerly Granite Test ResultsSource

Directional Cooling-Induced Fracturing (DCIF) experiments were conducted on a short, cylindrical sample of Westerly granite (diameter = 4 inches, height ~ 2 inches). Liquid nitrogen was poured in a copper cup attached to the top of the sample, and the resulting acoustic emissions (AEs) and temperature changes on the surface of the sample were monitored. The obtained AEs were used to determine the microcracking source locations and amplitude, and the associated moment tensors. Included in this submission is an animation of the AEs, a graphic displaying the temperature changes, and the measured data.

0
No licence known
Tags:
Westerly graniteacoustic emissionsdirectional coolingdirectional cooling-induced fracturingfracturegeophysicsgeothermalgraniteinduced fracturinglaboratory experimentliquid nitrogenmicrocrackingmoment tensorseismicstimulationstresstemperaturetemperature changesthermalthermal crackingtomographyvelocitywellbore
Formats:
tifDOCXTIFTXTavi
National Renewable Energy Laboratory (NREL)about 1 year ago
Directional Cooling-Induced Fracturing: Directional Cooling Data Under True-Triaxial Stress StateSource

Data includes Directional Cooling-Induced Fracturing (DCIF) testing data using westerly granite blocks. This submission includes data from two samples of westerly granite, lab sample 7 and 8. Files contain stress, temperature and acoustic emission data acquired during polyaxial, laboratory testing of westerly granite blocks for each sample. FILES: .tradb -- files containing acoustic emission waveforms; sqlite3 database .pridb -- files containing basic acoustic emission information (no waveforms); sqlite3 database .geom -- geometry of the AE sensor network (ASCII)

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No licence known
Tags:
AEDCIFDirectional Cooling Induced Fracturingacoustic emissiondirectional coolingenergyfailurefracturinggeothermalgraniterocksamplestressstress testtesttestingtriaxialtrue-triaxialwesterly granite
Formats:
pridbtradbmatgeom
National Renewable Energy Laboratory (NREL)about 1 year ago
Fracture Sustainability Pressure, Temperature, Differential Pressure, and Aperture Closure DataSource

In these data sets, the experiment time, actual date and time, room temperature, sample temperature, upstream and downstream pressures (measured independently), corrected differential pressure (measured independently and corrected for offset and room temperature) indication of aperture closure by linear variable differential transformer are presented. An indication of the sample is in the file name and in the first line of data.

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No licence known
Tags:
Desert PeakPressureTemperatureTitaniumaperturedifferential pressureexperimentalfracturefracture investigationgeochemistrygeothermalgranitemechanicspressure gradient
Formats:
XLSX
National Renewable Energy Laboratory (NREL)about 1 year ago
Hydroshear Simulation Lab Test 2Source

This data file is for test 2. In this test a sample of granite with a pre-cut (man made fracture) is confined, heated and differential stress is applied. The max temperature in this this system development test is 95C. More test details can be found on the spreadsheets--note that there are 2 spreadsheets

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No licence known
Tags:
geophysicsgeothermalgranitehydroshearhydroshear testinglab testprecut fractureshearshear testingstimulation
Formats:
XLSXHTML
National Renewable Energy Laboratory (NREL)about 1 year ago
Hydroshear Simulation Lab Test 2, Additional Data SheetsSource

This file contains additional data for this test (hydroshear test 3.2). In this test a sample of granite with a pre-cut (man made fracture) is confined, heated and differential stress is applied. The max temperature in this this system development test is 95C. More test details can be found on the spreadsheets.

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No licence known
Tags:
fracture simulationgeothermalgranitehydroshearlab testprecut fractureraw data
Formats:
XLSXHTML
National Renewable Energy Laboratory (NREL)about 1 year ago
Images of Fracture Sustainability Test on Stripa GraniteSource

Images of the Stripa Granite core before and after the fracture sustainability test. Photos of fracture faces of Stripa Granite core.

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No licence known
Tags:
LBNLcorecore imagesfracturefracture face imagesgeothermalgranitegranite coregranite fracturesimagesstripa granitesustainability
Formats:
JPEG
National Renewable Energy Laboratory (NREL)about 1 year ago
Laboratory Evaluation of EGS Shear Stimulation-Test 001Source

This is the results of an initial setup-shakedon test in order to develop the plumbing system for this test design. a cylinder of granite with offset holes was jacketed and subjected to confining pressure and low temperature (85C) and pore water pressure. Flow through the sample was developed at different test stages.

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No licence known
Tags:
EGS lab simulationgeothermalgranitehydroshearinglab hydroshearloadpore pressurepressuretemperaturevolume
Formats:
XLSX
National Renewable Energy Laboratory (NREL)about 1 year ago
Raw Neutron Scattering Data for Strain Measurement of Hydraulically Loaded Granite and Marble Samples in Triaxial Stress StateSource

This entry contains raw data files from experiments performed on the Vulcan beamline at the Spallation Neutron Source at Oak Ridge National Laboratory using a pressure cell. Cylindrical granite and marble samples were subjected to confining pressures of either 0 psi or approximately 2500 psi and internal pressures of either 0 psi, 1500 psi or 2500 psi through a blind axial hole at the center of one end of the sample. The sample diameters were 1.5" and the sample lengths were 6". The blind hole was 0.25" in diameter and 3" deep. One set of experiments measured strains at points located circumferentially around the center of the sample with identical radii to determine if there was strain variability (this would not be expected for a homogeneous material based on the symmetry of loading). Another set of experiments measured load variation across the radius of the sample at a fixed axial and circumferential location. Raw neutron diffraction intensity files and experimental parameter descriptions are included.

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No licence known
Tags:
diffractionegsgeothermalgranitehydraulic fracturehydraulic fracturingmarbleneutronneutron scatteringstrainstresstriaxialvulcan beamline
Formats:
gdaXLSX
National Renewable Energy Laboratory (NREL)about 1 year ago
Shear Induced Permeability Test: Stripa Granite Temperature Pressure and Displacement DataSource

Spreadsheet containing the raw measured data, calibrated data, and brief explanation of data for Test1 Stripa Granite Geomechanical/Geochemical Test. Stress on fracture ~20.7 MPa.

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No licence known
Tags:
EGSaperturechemistryexperimentalfracturegeothermalgranitemechanicsmineralogystripa
Formats:
XLSX
National Renewable Energy Laboratory (NREL)about 1 year ago
Technology Development and Field Trials of EGS Drilling Systems at Chocolate MountainSource

Polycrystalline diamond compact (PDC) bits are routinely used in the oil and gas industry for drilling medium to hard rock but have not been adopted for geothermal drilling, largely due to past reliability issues and higher purchase costs. The Sandia Geothermal Research Department has recently completed a field demonstration of the applicability of advanced synthetic diamond drill bits for production geothermal drilling. Two commercially-available PDC bits were tested in a geothermal drilling program in the Chocolate Mountains in Southern California. These bits drilled the granitic formations with significantly better Rate of Penetration (ROP) and bit life than the roller cone bit they are compared with. Drilling records and bit performance data along with associated drilling cost savings are presented herein. The drilling trials have demonstrated PDC bit drilling technology has matured for applicability and improvements to geothermal drilling. This will be especially beneficial for development of Enhanced Geothermal Systems whereby resources can be accessed anywhere within the continental US by drilling to deep, hot resources in hard, basement rock formations.

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Tags:
CACaliforniaSoCalSouthern Californiabefore and afterchocolate mountainschocolate mountains drillingdrillingdrilling chartsdrilling recordsegsgeothermalgranitelateral vibration spectrumpdc bitperformance datapicturesrate of penetrationroller conesynthetic diamondvibration spectrum
Formats:
PDF
National Renewable Energy Laboratory (NREL)about 1 year ago
USU Camas-1 Test Well: DocumentationSource

This submission contains documents that describe the USU Camas-1 test well, drilled in Camas Prairie, Idaho, in Fall 2018 and Fall 2019. The purpose of this well is to validate exploration methodologies of the Snake River Plain (SRP) Play Fairway Analysis (PFA) project.

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No licence known
Tags:
Camas PrairieCamas-1EAIdahoIdaho Department of Water ResourcesPFAPlay Fairway AnalysisSRPSnake River PlainUSUUtah State Universityassessmentblindcharacterizationclay-richconductivitycorecultural inventorydrillingenergyenvironmentenvironmentalgeophysicalgeophysicsgeothermalgougegraniteimpactlithologiclithologypermitprospectusresistivityresourcerhyoliteseismictemperaturetest wellwell datawellborewildlifewildlife inventory
Formats:
PDFPNG
National Renewable Energy Laboratory (NREL)about 1 year ago
Utah FORGE Report on the Thermal Properties of Wells 16A(78)-32 & 58-32 GraniteSource

This is a report from Metarock Laboratories on the thermal properties of Utah FORGE wells 16A(78)-32 & 58-32 granite. The report includes pictures of core samples, core details for the samples (where the sample was taken and the size of the sample), sample thermal expansion test results, radial velocity measurements, and hydrostatic test results.

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No licence known
Tags:
EGSMetarock reportUtah FORGEUtah FORGE granite thermal propertiesWell 16A78-32Well 16A78-32 graniteWell 16A78-32 granite thermal propertiesWell 58-32Well 58-32 graniteWell 58-32 granite thermal propertiescore datacore samplegeothermalgranitegranite thermal propertieshydrostaticmeasurementradial velocityreportrock thermal propertiessampletesttestingteststhermal expansion
Formats:
PDF
National Renewable Energy Laboratory (NREL)about 1 year ago