Best Practices for Shale Core Handling: Transportation, Sampling and Storage for Conduction of Analyses
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In-Process Characterization Plan for the Building 886 Closure Project
In-Process Characterization Plan KAISER. HILL COMPANY For the Building 886 .. Closure Project -. .. I RF'/RRIRS-99-349 Revision 0 .. RFlRM RS.99-349 Rocky Mountain RMRS Remediation Services, L.L.C. protecting the envimnrnent IN-PROCESS CHARACTERIZATION PLAN FOR THE BUILDING 886 CLOSURE PROJECT Rocky Mountain Remediation Services, L.L.C. October 1999 Revision 0 IN-PROCESS CHARACTERIZATION PLAN FOR THE BUILDING 886 CLOSURE PROJECT RFIRMRS-99-349 REVISION 0 October 1999 This in-Process Characterization Plan has been reviewed and approved by: - Date 4Y/& Date K6n Gillespie, HealtMnd Safety ’ Date r, RMRS Characterization Date IN-PROCESS CHA~4CTE2IZATION?LAN RFiRklRS-39-35 'W .I FOR THE a86 CLUSTER TOC. Page iii oi vi CLOSURE PROJECT Effective Date: lOiOliO9 IN-PROCESS CHARACTERIZATION PLAN FOR THE BUILDING 886 CLOSURE PROJECT TABLE OF CONTENTS 1 .o INTRODUCTION ....................................... ...................... ................. 1.1 Purpose ........................................................... 1.2Scope ........................................... .................................. 1 2.0 CLUSTER DESCRIPTION .................................. .......................... 2 2.1 Summary of Existing Data ............................. ........................ 2 2.1.1 Radiological................................ .......................... 2 2.1.2Non-Radiological ......................... .......................... 3 2.2 Known or Suspected Data Gaps ......... 2.2.1 Radiological............................... ......................... -
Microstructural Characterization of a Canadian Oil Sand
Microstructural characterization of a Canadian oil sand Doan1,3 D.H., Delage2 P., Nauroy1 J.F., Tang1 A.M., Youssef2 S. Doan D.H., Delage P., Nauroy J.F., Tang A.M., and Youssef S. 2012. Microstructural characterization of a Canadian oil sand. Canadian Geotechnical Journal, 49 (10), 1212-1220, doi:10.1139/T2012-072. 1 IFP Energies nouvelles, 1-4 Av. du Bois Préau, F 92852 Rueil-Malmaison Cedex, France [email protected] 2 Ecole des Ponts ParisTech, Navier/ CERMES 6 et 8, av. Blaise Pascal, F 77455 Marne La Vallée cedex 2, France [email protected] 3 now in Fugro France [email protected] Abstract: The microstructure of oil sand samples extracted at a depth of 75 m from the estuarine Middle McMurray formation (Alberta, Canada) has been investigated by using high resolution 3D X-Ray microtomography (µCT) and Cryo Scanning Electron Microscopy (CryoSEM). µCT images evidenced some dense areas composed of highly angular grains surrounded by fluids that are separated by larger pores full of gas. 3D Image analysis provided in dense areas porosity values compatible with in-situ log data and macroscopic laboratory determinations, showing that they are representative of intact states. µCT hence provided some information on the morphology of the cracks and disturbance created by gas expansion. The CryoSEM technique, in which the sample is freeze fractured within the SEM chamber prior to observation, provided pictures in which the (frozen) bitumen clearly appears between the sand grains. No evidence of the existence of a thin connate water layer between grains and the bitumen, frequently mentioned in the literature, has been obtained. -
High-Resolution Gamma Ray Attenuation Density Measurements on Mining Exploration Drill Cores, Including Cut Cores
The following document is a pre-print version of: Ross P-S, Bourke A (2017) High-resolution gamma ray attenuation density measurements on mining exploration drill cores, including cut cores. J. Apl. Geophys. 136:262-268 High-resolution gamma ray attenuation density measurements on mining exploration drill cores, including cut cores Ross, P.-S.*, Bourke, A. Institut national de la recherche scientifique, centre Eau Terre Environnement, 490, rue de la Couronne, Québec (QC), G1K 9A9, Canada * Corresponding author, [email protected] Abstract Physical property measurements are increasingly important in mining exploration. For density determinations on rocks, one method applicable on exploration drill cores relies on gamma ray attenuation. This non- destructive method is ideal because each measurement takes only ten seconds, making it suitable for high- resolution logging. However calibration has been problematic. In this paper we present new empirical, site- specific correction equations for whole NQ and BQ cores. The corrections force back the gamma densities to the “true” values established by the immersion method. For the NQ core caliber, the density range extends to high values (massive pyrite, ~5 g/cm 3) and the correction is thought to be very robust. We also present additional empirical correction factors for cut cores which take into account the missing material. These “cut core correction factors”, which are not site-specific, were established by making gamma density measurements on truncated aluminum cylinders of various residual thicknesses. Finally we show two examples of application for the Abitibi Greenstone Belt in Canada. The gamma ray attenuation measurement system is part of a multi-sensor core logger which also determines magnetic susceptibility, geochemistry and mineralogy on rock cores, and performs line-scan imaging. -
Hyperspectral Imaging for the Characterization of Athabasca Oil Sands Core
Hyperspectral imaging for the characterization of Athabasca oil sands core by Michelle Alexandra Speta A thesis submitted in partial fulfillment of the requirements for the degree of Doctor of Philosophy Department of Earth and Atmospheric Sciences University of Alberta © Michelle Alexandra Speta, 2016 Abstract The Athabasca oil sands of northeastern Alberta, Canada, are one of the largest accumulations of crude bitumen in the world. Drill core sampling is the principal method for investigating subsurface geology in the oil sands industry. Cores are logged to record sedimentological characteristics and sub-sampled for total bitumen content (TBC) determination. However, these processes are time- and labour-intensive, and in the case of TBC analysis, destructive to the core. Hyperspectral imaging is a remote sensing technique that combines reflectance spectroscopy with digital imaging. This study investigates the application of hyperspectral imaging for the characterization of Athabasca oil sands drill core with three specific objectives: 1) spectral determination of TBC in core samples, 2) visual enhancement of sedimentological features in oil-saturated sediments, and 3) automated classification of lithological units in core imagery. Two spectral models for the determination of TBC were tested on four suites of fresh core and one suite of dry core from different locations and depths in the Athabasca deposit. The models produce greyscale images that show the spatial distribution of oil saturation at a per-pixel scale (~1 mm). For all cores and both models, spectral TBC results were highly correlated with Dean- Stark data (R2 = 0.94-0.99). The margin of error in the spectral predictions for three of the fresh cores was comparable to that of Dean-Stark analysis (±1.5 wt %). -
1994: Effects of Coring on Petrophysical Measurements
EFFECTS OF CORING ON PETROPHYSICAL MEASUREMENTS. Rune M. Holt, IKU Petroleum Research and NTH Norwegian Institute of Technology, Trondheim, Norway ABSTRACT When a core sample is taken fiom great depth to the surface, it may be permanently altered by several mechanisms. This Paper focusses on possible effects of stress release on petrophysical measurables, such as porosity, permeability, acoustic velocities and compaction behaviour. The results are obtained through an experimental study, where synthetic rocks are formed under simulated in situ stress conditions, so that stress release effects can be studied in a systematic way. INTRODUCTION Core measurements provide important input data to petroleum reservoir evaluations. Uncertainties in reserve estimates and predicted production profiles may originate from uncertianties in core data. In addition to measurement errors, such uncertainty may be a result of core damage (see e.g. Santarelli and Dusseault, 199 1). By core damage we mean permanent alteration of core material so that the material is no longer representative of the rock in situ. It is important to distinguish here between core alteration, which can be repaired by reinstalling the in situ conditions, and permanent core damage. A general advice would be to perform any core measurement as close to in situ (stress, pore pressure, temperature, fluid saturation) conditions as possible. In the case of a damaged core, this does however not warrant a correct result. The focus of this Paper will be on unrepairable core damage, and where the damage is caused by a mechanical failure of the rock. We shall look briefly into mechanisms that may cause such damage, how permanent core damage may affect various petrophysical parameters, and how one may correct for or reduce such core damage. -
Best Research Support and Anti-Plagiarism Services and Training
CleanScript Group – best research support and anti-plagiarism services and training List of oil field acronyms The oil and gas industry uses many jargons, acronyms and abbreviations. Obviously, this list is not anywhere near exhaustive or definitive, but this should be the most comprehensive list anywhere. Mostly coming from user contributions, it is contextual and is meant for indicative purposes only. It should not be relied upon for anything but general information. # 2D - Two dimensional (geophysics) 2P - Proved and Probable Reserves 3C - Three components seismic acquisition (x,y and z) 3D - Three dimensional (geophysics) 3DATW - 3 Dimension All The Way 3P - Proved, Probable and Possible Reserves 4D - Multiple Three dimensional's overlapping each other (geophysics) 7P - Prior Preparation and Precaution Prevents Piss Poor Performance, also Prior Proper Planning Prevents Piss Poor Performance A A&D - Acquisition & Divestment AADE - American Association of Drilling Engineers [1] AAPG - American Association of Petroleum Geologists[2] AAODC - American Association of Oilwell Drilling Contractors (obsolete; superseded by IADC) AAR - After Action Review (What went right/wrong, dif next time) AAV - Annulus Access Valve ABAN - Abandonment, (also as AB) ABCM - Activity Based Costing Model AbEx - Abandonment Expense ACHE - Air Cooled Heat Exchanger ACOU - Acoustic ACQ - Annual Contract Quantity (in reference to gas sales) ACQU - Acquisition Log ACV - Approved/Authorized Contract Value AD - Assistant Driller ADE - Asphaltene -
Addendum to the Surface Sediment Quality Evaluation Sampling and Analysis Plan/Quality Assurance Project Plan
Two Union Square 601 Union Street, Suite 600 Seattle, WA 98101 tel: 206.292.2078 fax: 206.682.7867 Technical Memorandum To: Mark Adams, Washington State Department of Ecology Copies: Grant Yang and Pricilla Tomlinson, Washington State Department of Ecology Doug Ciserella and Mike Ciserella, Cantera Development, LLC From: Lynn Grochala and Allison Geiselbrecht, Floyd|Snider Date: February 6, 2019 Project No: Cantera-TOC, Time Oil Bulk Terminal PPA Re: Addendum to the Surface Sediment Quality Evaluation Sampling and Analysis Plan/Quality Assurance Project Plan This technical memorandum was prepared at the request of Cantera Development Group, LLC (Cantera) as an addendum to the Sediment Quality Evaluation Sampling and Analysis Plan/Quality Assurance Project Plan (SAP/QAPP) approved by the Washington State Department of Ecology (Ecology) in July 2018 (Floyd|Snider 2018). This addendum summarizes additional sediment sample collection and analysis for the former TOC Holdings Co. (TOC) Seattle Terminal Properties (the Site) located on W. Commodore Way in Seattle. Additional surface and subsurface sediment characterization will be performed on the Site property and in the vicinity of the Site in Salmon Bay. 1.0 PROPOSED ADDITIONAL SEDIMENT CHARACTERIZATION This addendum describes the collection of eight additional discrete surface sediment grab samples and two sediment cores. Refer to the attached Figure 1 for the designated sample locations. The locations of recently collected surface sediment samples (August 2018) and historical surface sediment locations (available in the Ecology Environmental Information Management System) are also shown on Figure 1 for reference. 1.1 Surface Sediment Grab Samples Five discrete surface sediment grab samples targeting the top 10 centimeters of surface sediments will be collected within the immediate vicinity of the Site, adjacent to the dock used for former TOC loading operations. -
Stress and Fluid Control on De Collement Within Competent Limestone
Journal of Structural Geology 22 (2000) 349±371 www.elsevier.nl/locate/jstrugeo Stress and ¯uid control on de collement within competent limestone Antonio Teixell a,*, David W. Durney b, Maria-Luisa Arboleya a aDepartament de Geologia, Universitat AutoÁnoma de Barcelona, 08193 Bellaterra, Spain bDepartment of Earth and Planetary Sciences, Macquarie University, Sydney, NSW 2109, Australia Received 5 October 1998; accepted 23 September 1999 Abstract The Larra thrust of the Pyrenees is a bedding-parallel de collement located within a competent limestone unit. It forms the ¯oor of a thrust system of hectometric-scale imbrications developed beneath a synorogenic basin. The fault rock at the de collement is a dense stack of mainly bedding-parallel calcite veins with variable internal deformation by twinning and recrystallization. Veins developed as extension fractures parallel to a horizontal maximum compressive stress, cemented by cavity-type crystals. Conditions during vein formation are interpreted in terms of a compressional model where crack-arrays develop at applied stresses approaching the shear strength of the rock and at ¯uid pressures equal to or less than the overburden pressure. The cracks developed in response to high dierential stress, which was channelled in the strong limestone, and high ¯uid pressure in or below the thrust plane. Ductile deformation, although conspicuous, cannot account for the kilometric displacement of the thrust, which was mostly accommodated by slip on water sills constituted by open cracks. A model of cyclic dierential brittle contraction, stress reorientation, slip and ductile relaxation at a rheological step in the limestone is proposed as a mechanism for episodic de collement movement. -
Curatorial Care of Concrete and Rock Drill Core Samples Obtained in The
General TSC Recommendations for Curatorial Care of Concrete and Rock Drill Core Samples September 15, 2009 Rock and Concrete Core Samples obtained in the field should be handled in a manner that meets the needs and purpose of the exploration program, site conditions and the available mode(s) of transportation. For example, freezing conditions in the winter or direct sunlight and heat in the summer may have detrimental effects on the samples for use in specific tests. Therefore, a plan that is carefully thought out (including technical and common sense issues) and implemented is needed to handle the samples from the time they are retrieved to when they are delivered to the various users of the samples. There is no set way to handle concrete and rock samples at every job site, or for every project. Therefore, a sampling plan will need to be developed for each specific investigation which will best fits the site conditions, equipment, weather, material types, intended purpose(s) of samples, and type of transportation from the drill site to both the local storage area and any final destination. General guidelines that can be helpful for developing a sampling plan can be found in the following references. 1. USBR Concrete Manual 9th edition 1992 2. USBR Geology Manual, 2nd Edition, Volumes 1 and 2, 1998 and 2001 3. Geology Office Manual, April 1988 4. Electric Power Research Institute – Guidelines for Drilling and Testing Core Samples at Concrete Gravity Dams 5. ASTM Standard D-420 Standard Guide to Site Characterization for Engineering, Design, and Construction Purposes 6. -
FISSILITY of MUDROCKS by ROY L. INGRAM ABSTRACT The
BULLETIN OF THE GEOLOGICAL SOCIETY OF AMERICA VOL. 64. PP. 869-878, 1 FIG.. 1 PL. AUGUST 1953 FISSILITY OF MUDROCKS BY ROY L. INGRAM ABSTRACT The breaking characteristics of a mudrock can be represented on a triangular diagram with massive, flaky-fissile, and flaggy-fissile as end members. Fissility in shales is usually associated with a parallel arrange- ment of the micaceous clay particles and nonfissility with a random arrangement. Experiments and obser- vations indicate that the clay minerals attain a parallel arrangement by gravity settling or by flocculation and compaction, unless the particles are adsorbed on irregularly shaped sesquioxide or silica particles or grow randomly in a gel. The nature of the cementing agent determines whether a shale will be flaky or flaggy. If the cementing agent can hold the material in a large slab, the shale will be flaggy. If the amount or the tenacity of the cementing agent is small, the shale will be flaky. Cementing agents other than organic mat- ter tend to hinder cleavage parallel to the clay particles causing a decrease in fissility and an increase in massiveness. Moderate weathering increases the fissility of a shale. In general the type of fissility does not correlate with the type of clay minerals present in a random collection of mudrocks. CONTENTS TEXT Effect of organic matter 875 Page Effect of iron 875 Introduction 869 Effect of aluminum 876 Review of the literature 870 Effect of silica 876 Empirical classification of fissility 870 Post-depositional changes 876 Analyses and studies of mudrocks 871 Compaction 876 Color 871 Penecontemporaneous clay minerals 876 Mechanical analyses 871 Wave action 876 Carbonate Content 872 Weathering 876 Organic Content 872 Conclusions 877 Clay-mineral studies 872 References cited 877 Microscopic studies 873 Experimental reproduction of fissilities 874 ILLUSTRATIONS Gravity settling 874 Figure Page Flocculation 874 1. -
Apostle Islands National Lakeshore Geologic Resources Inventory Report
National Park Service U.S. Department of the Interior Natural Resource Stewardship and Science Apostle Islands National Lakeshore Geologic Resources Inventory Report Natural Resource Report NPS/NRSS/GRD/NRR—2015/972 ON THIS PAGE An opening in an ice-fringed sea cave reveals ice flows on Lake Superior. Photograph by Neil Howk (National Park Service) taken in winter 2008. ON THE COVER Wind and associated wave activity created a window in Devils Island Sandstone at Devils Island. Photograph by Trista L. Thornberry-Ehrlich (Colorado State University) taken in summer 2010. Apostle Islands National Lakeshore Geologic Resources Inventory Report Natural Resource Report NPS/NRSS/GRD/NRR—2015/972 Trista L. Thornberry-Ehrlich Colorado State University Research Associate National Park Service Geologic Resources Division Geologic Resources Inventory PO Box 25287 Denver, CO 80225 May 2015 U.S. Department of the Interior National Park Service Natural Resource Stewardship and Science Fort Collins, Colorado The National Park Service, Natural Resource Stewardship and Science office in Fort Collins, Colorado, publishes a range of reports that address natural resource topics. These reports are of interest and applicability to a broad audience in the National Park Service and others in natural resource management, including scientists, conservation and environmental constituencies, and the public. The Natural Resource Report Series is used to disseminate comprehensive information and analysis about natural resources and related topics concerning lands managed by the National Park Service. The series supports the advancement of science, informed decision-making, and the achievement of the National Park Service mission. The series also provides a forum for presenting more lengthy results that may not be accepted by publications with page limitations. -
Structural Studies of the Ordovician Flysch and Melange in Albany County, New York
University at Albany, State University of New York Scholars Archive Geology Theses and Dissertations Atmospheric and Environmental Sciences 1981 Structural Studies of the Ordovician Flysch and Melange in Albany County, New York Frederick W. Vollmer University at Albany, State University of New York Follow this and additional works at: https://scholarsarchive.library.albany.edu/cas_daes_geology_etd Part of the Geology Commons, Sedimentology Commons, Stratigraphy Commons, and the Tectonics and Structure Commons Recommended Citation Vollmer, Frederick W., "Structural Studies of the Ordovician Flysch and Melange in Albany County, New York" (1981). Geology Theses and Dissertations. 94. https://scholarsarchive.library.albany.edu/cas_daes_geology_etd/94 This Thesis is brought to you for free and open access by the Atmospheric and Environmental Sciences at Scholars Archive. It has been accepted for inclusion in Geology Theses and Dissertations by an authorized administrator of Scholars Archive. For more information, please contact [email protected]. 20 Figure 7. – Oriented graptolites and argillite chips on base of greywacke bed. Current flow was presumably parallel to the pencil. East side of Interstate 87, two miles north of New Baltimore Service Area, New Baltimore, N.Y. 23 Figure 8. – Olistostrome on east side of State Route 9J, south of Rensselaer, N.Y. Note large boulder of carbonate. 24 Figure 9. – Close up showing pebbly mudstone matrix of olistostrome in Figure 8. Note carbonate clasts. 28 Figure 10. – Channel fill structure in bedded greywacke, east side of Interstate 87, two miles north of New Baltimore Service Area, New Baltimore, N.Y. Hammer at lower right is approximately 40 centimeters long. 29 Figure 11.