Salt Densities and Velocities with Application to Gulf of Mexico Salt Domes
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Seismic Lines in Treed Boreal Peatlands As Analogs for Wildfire
fire Article Seismic Lines in Treed Boreal Peatlands as Analogs for Wildfire Fuel Modification Treatments Patrick Jeffrey Deane, Sophie Louise Wilkinson * , Paul Adrian Moore and James Michael Waddington School of Geography and Earth Sciences, McMaster University, 1280 Main Street West, Hamilton, ON L8S 4K1, Canada; [email protected] (P.J.D.); [email protected] (P.A.M.); [email protected] (J.M.W.) * Correspondence: [email protected] Received: 8 April 2020; Accepted: 4 June 2020; Published: 6 June 2020 Abstract: Across the Boreal, there is an expansive wildland–society interface (WSI), where communities, infrastructure, and industry border natural ecosystems, exposing them to the impacts of natural disturbances, such as wildfire. Treed peatlands have previously received little attention with regard to wildfire management; however, their role in fire spread, and the contribution of peat smouldering to dangerous air pollution, have recently been highlighted. To help develop effective wildfire management techniques in treed peatlands, we use seismic line disturbance as an analog for peatland fuel modification treatments. To delineate below-ground hydrocarbon resources using seismic waves, seismic lines are created by removing above-ground (canopy) fuels using heavy machinery, forming linear disturbances through some treed peatlands. We found significant differences in moisture content and peat bulk density with depth between seismic line and undisturbed plots, where smouldering combustion potential was lower in seismic lines. Sphagnum mosses dominated seismic lines and canopy fuel load was reduced for up to 55 years compared to undisturbed peatlands. Sphagnum mosses had significantly lower smouldering potential than feather mosses (that dominate mature, undisturbed peatlands) in a laboratory drying experiment, suggesting that fuel modification treatments following a strategy based on seismic line analogs would be effective at reducing smouldering potential at the WSI, especially under increasing fire weather. -
Halite Nacl C 2001-2005 Mineral Data Publishing, Version 1
Halite NaCl c 2001-2005 Mineral Data Publishing, version 1 Crystal Data: Cubic. Point Group: 4/m32/m. Crystals cubic, to 1 m, or octahedral; elongated along [100] or [111], skeletal with hopper-shaped faces. Rarely capillary or stalactitic; granular, compact, massive. Physical Properties: Cleavage: {001}, perfect. Fracture: Conchoidal. Tenacity: Brittle. Hardness = 2–2.5 D(meas.) = 2.168 D(calc.) = 2.165 Soluble in H2O, saline taste; rarely fluoresces red under SW UV. Optical Properties: Transparent. Color: Colorless or white when pure; gray, yellow, orange, pink, red, blue, purple; colorless to faintly tinted in thin section. Streak: White. Luster: Vitreous. Optical Class: Isotropic; weakly anisotropic due to stress. Dispersion: Moderately strong. n = 1.5443 Cell Data: Space Group: Fm3m. a = 5.6404(1) Z = 4 X-ray Powder Pattern: Synthetic. 2.821 (100), 1.994 (55), 1.628 (15), 3.258 (13), 1.261 (11), 1.1515 (7), 1.410 (6) Chemistry: (1) (2) Na 39.00 39.34 K 0.12 Mg 0.03 Ca 0.08 Cl 60.27 60.66 SO4 0.27 Total 99.77 100.00 (1) Cardona, Barcelona, Spain. (2) NaCl. Occurrence: Typically in sedimentary rocks of evaporite association, may form immense beds; also as volcanic sublimates, efflorescences, cave deposits. Crystals are common in multiphase fluid inclusions; may be included in other minerals as a product of intermediate-grade metamorphism. Association: Sylvite, polyhalite, kieserite, carnallite, gypsum, anhydrite, dolomite. Distribution: Of worldwide occurrence. Well-studied deposits include: in Austria, around Hallstadt, Salzburg, and Hall, near Innsbruck, Tirol. From Bex, Vaud, Switzerland. In Germany, from Stassfurt-Leopoldshall, 34 km south of Magdeburg, Saxony-Anhalt. -
Sodium Chloride (Halite, Common Salt Or Table Salt, Rock Salt)
71376, 71386 Sodium chloride (Halite, Common Salt or Table Salt, Rock Salt) CAS number: 7647-14-5 Product Description: Molecular formula: NaCl Appearance: white powder (crystalline) Molecular weight: 58.44 g/mol Density of large crystals: 2.17 g/ml1 Melting Point: 804°C1 Density: 1.186 g/ml (5 M in water)2 2 Solubility: 1 M in H2O, 20°C, complete, clear, colorless 2 pH: 5.0-8.0 (1 M in H2O, 25°C) Store at room temperature Sodium chloride is geologically stable. If kept dry, it will remain a free-flowing solid for years. Traces of magnesium or calcium chloride in commercial sodium chloride adsorb moisture, making it cake. The trace moisture does not harm the material chemically in any way. 71378 BioUltra 71386 BioUltra for molecular biology, 5 M Solution The products are suitable for different applications like purification, precipitation, crystallisation and other applications which require tight control of elemental content. Trace elemental analyses have been performed for all qualities. The molecular biology quality is also tested for absence of nucleases. The Certificate of Analysis provides lot-specific results. Much of the sodium chloride is mined from salts deposited from evaporation of brine of ancient oceans, or recovered from sea water by solar evaporation. Due to the presence of trace hygroscopic minerals, food-grade salt has a small amount of silicate added to prevent caking; as a result, concentrated solutions of "table salt" are usually slightly cloudy in appearance. 71376 and 71386 do not contain any anti-caking agent. Applications: Sodium chloride is a commonly used chemical found in nature and in all body tissue, and is considered an essential nutrient. -
Salt Deposits in the UK
CORE Metadata, citation and similar papers at core.ac.uk Provided by NERC Open Research Archive Halite karst geohazards (natural and man-made) in the United Kingdom ANTHONY H. COOPER British Geological Survey, Keyworth, Nottingham, NG12 5GG, Great Britain COPYRIGHT © BGS/NERC e-mail [email protected] +44 (-0)115 936 3393 +44 (-0)115 936 3475 COOPER, A.H. 2002. Halite karst geohazards (natural and man-made) in the United Kingdom. Environmental Geology, Vol. 42, 505-512. This work is based on a paper presented to the 8th Multidisciplinary Conference on Sinkholes and the Engineering and Environmental impact of karst, Louisville, Kentucky, April 2001. In the United Kingdom Permian and Triassic halite (rock salt) deposits have been affected by natural and artificial dissolution producing karstic landforms and subsidence. Brine springs from the Triassic salt have been exploited since Roman times, or possibly earlier, indicating prolonged natural dissolution. Medieval salt extraction in England is indicated by the of place names ending in “wich” indicating brine spring exploitation at Northwich, Middlewich, Nantwich and Droitwich. Later, Victorian brine extraction in these areas accentuated salt karst development causing severe subsidence problems that remain a legacy. The salt was also mined, but the mines flooded and consequent brine extraction caused the workings to collapse, resulting in catastrophic surface subsidence. Legislation was enacted to pay for the damage and a levy is still charged for salt extraction. Some salt mines are still collapsing and the re-establishment of the post-brine extraction hydrogeological regimes means that salt springs may again flow causing further dissolution and potential collapse. -
Density Prediction from Ground-Roll Inversion Soumya Roy*And Robert R
Density prediction from ground-roll inversion Soumya Roy*and Robert R. Stewart, University of Houston, Houston, Texas 77204 Summary Montana, and d) the Barringer (Meteor) Crater, Arizona. Modeling data are useful to test the ground-roll inversion Bulk densities are often predicted from seismic velocities method and the existing density prediction formula. Field using the Gardner’s relation if density information is data are used to test the dependability of the predictions for unavailable. P-wave velocity is used in the Gardner’s varied geological settings and rock properties (especially relation. We used a modified Gardner’s relation to predict for the near-surface). bulk densities from S-wave velocities where we estimated S-wave velocities using the noninvasive ground-roll inversion method. Different types of seismic data sets have Seismic data sets from various settings been used: i) numerical and physical modeling; ii) data from: Red Lodge, Montana, and the Barringer (Meteor) a) Numerical modeling: Synthetic seismic data sets for a Crater, Arizona. The main objectives of the paper are: i) to three-layered (two layers over a half-space) model are test the modified Gardner’s relation for different types of generated using a elastic finite-difference numerical materials, ii) to estimate errors between known and modeling code for layered isotropic medium (Manning, predicted bulk densities, and iii) to compare different 2007 and Al Dulaijan, 2008). We used the code written by empirical exponent values to minimize the error. We Manning (2007). We used receiver interval of 2 m with a estimate predicted densities with maximum error of 0.5 receiver spread of 300 stations, source-receiver offset of 10 gm/cc for known values (the blank glass model and m, and shot interval of 10 m. -
Salt Caverns &Their Use for Disposal of Oil Field Wastes
An Introduction to Salt Caverns & Their Use for Disposal of Oil Field Wastes An Introduction to Salt Caverns & Their Use for Disposal of Oil Field Wastes Table of Contents What Are Salt Caverns? ........................................................................................... 2 Why Are Salt Caverns Important? ............................................................................ 2 Where Are Salt Deposits and Caverns Found? ......................................................... 3 How Are Caverns Formed?...................................................................................... 4 How Are Caverns Used? .......................................................................................... 5 What Types of Wastes Are Considered to Be Oil Field Wastes? ......................................................................... 6 What Are the Legal Requirements Governing Disposal of Oil Field Wastes into Salt Caverns? ....................................... 7 Are NOW or NORM Wastes Currently Being Disposed of into Caverns?.............................................................. 8 How Are Wastes Put into Caverns? .......................................................................... 9 What Types of Monitoring Are Appropriate for Disposal Caverns?........................................................................ 10 What Happens to the Cavern When It Is Full? ........................................................ 11 What Would Happen if Caverns Leak? .................................................................. -
Lessons Learned
International Test and Evaluation Program for Humanitarian Demining Lessons Learned Test and Evaluation of Mechanical Demining Equipment according to the CEN Workshop Agreement (CWA 15044) Part 3: Measuring soil compaction and soil moisture content of areas for testing of mechanical demining equipment ITEP Working Group on Test and Evaluation of Mechanical Assistance Clearance Equipment (ITEP WGMAE) Last update: 3.12.2009 International Test and Evaluation Program for Humanitarian Demining Page 2 Table of Contents 1. Background............................................................................................................2 2. Definitions..............................................................................................................3 3. Measurement of soil bulk density and soil moisture content.................................5 3.1. Introduction....................................................................................................5 3.2. Determination of soil bulk density and soil moisture content of soil samples removed from the field...............................................................................................5 3.2.1. Removal of samples...............................................................................5 3.2.2. Calculation of soil bulk density and soil moisture content....................6 3.3. Determination of soil bulk density and soil moisture content in the field (in situ) 7 3.3.1. Nuclear densometer (soil density and moisture content).......................7 3.3.2. -
Downloaded from the Online Library of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE)
INTERNATIONAL SOCIETY FOR SOIL MECHANICS AND GEOTECHNICAL ENGINEERING This paper was downloaded from the Online Library of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE). The library is available here: https://www.issmge.org/publications/online-library This is an open-access database that archives thousands of papers published under the Auspices of the ISSMGE and maintained by the Innovation and Development Committee of ISSMGE. lb/13 Large Scale Shear Tests Essais de Cisaillement à Grande Échelle by E. S chultze, Professor Dr.-Ing., Technische Hochschule, Aachen, G erm any Summary Sommaire Direct shearing tests with a plane of shear of 1 m2 were carried Des essais directs de cisaillement, avec une surface à cisailler de out in an open-pit of a lignite mine during 1953 in order to explore 1 m2, furent exécutés au cours de l’année 1953 dans une exploitation in situ the shearing strength between the lignite and the underlying de lignite à ciel ouvert. Il s’agissait d’étudier la résistance au cisaille beds. ment entre la lignite et la base d’un gisement. An apparatus for large scale triaxial compression tests has been set Au cours de l’année 1954 fut mis en marche un appareil pour des up which permits the insertion and the shearing off of samples 1 -25 m essais de pression triaxiale à grande échelle, qui permet de monter des long and 0-5 m diameter. The latéral pressure is produced by ex- essais de 1 -25 m de hauteur et 0-5 m de diamètre. La pression hausting the air out of the specimen and may be increased up to latérale est obtenue par aspiration de l’air de l’échantillon; cette 0-9 kg/cm2. -
LABORATORY 2 SOIL DENSITY I Objectives Measure Particle Density
LABORATORY 2 SOIL DENSITY I Objectives Measure particle density, bulk density, and moisture content of a soil and to relate to total pore space. II Introduction A Particle Density Soil particle density (g / cm3) is mass of soil solids (oven-dry) per unit volume of soil solids. Particle density depends on the densities of the various constituent solids and their relative abundance. The particle density of most mineral soils lies between 2.5 and 2.7 g / cm3. The range is fairly naarrow because common soil minerals differ little in density. An average value of 2.65 g / cm3 is often assumed. In contrast, organic soils have lower particle densities since the density of organic matter is much less than that of mineral particles. In this laboratory, you will determine the particle density of a particular soil. It is easy to measure the mass of a small sample of soil but not so easy to accurately measure the volume of soil solids that make up this mass. Briefly, the volume of a known mass of soil solids is determined by indirectly measuring the volume of water displaced by the soil solids. The mass of water displaced is actually measured, then the corresponding volume found from the known density of water. B Bulk Density Soil bulk density (g / cm3) is mass of soil solids (oven-dry) per unit of volume of soil. The volume includes all pore space as well as space occupied by soil solids. Soil structure and texture largely determine bulk density. Soil structure refers to the arrangement of soil particles into secondary bodies called aggregates. -
Bureau of Economic Geology
BUREAU OF ECONOMIC GEOLOGY THE UNIVERSITY OF TEXAS AT AUSTIN W. L. FISHER, DIRECTOR PHASE III: EXAMINATION OF TEXAS SALT DOMES AS POTENTIAL SITES FOR PERMANENT STORAGE . OF TOXIC CHEMICAL WASTE Prepared by S. J. Seni, E. W. Collins, H. S. Hamlin, W. F. Mullican Ill, and D. A. Smith Assisted by L. Falconer and T. Walter Report prepared for the Texas Water Commission under Interagency Contract No. IAC(84-85)-2203 Bureau of Economic Geology W. L. Fisher, Director The University of Texas at Austin University Station, Box X Austin, Texas 78713 November 1985 CONTENTS INTRODUCTION. 1 RECOMMENDATIONS AND CONCLUSIONS, by S. J. Seni • 1 REFERENCES 5 TOPICAL SUMMARIES OF RESEARCH REPORTS, by S. J. Seni 7 Subsidence and Collapse 7 Structural Patterns Around Texas Salt Domes 9 Cap Rock. 10 Cap-Rock Hydrology 13 ACKNOWLEDGMENTS. 15 RESEARCH REPORTS* 17 Subsidence over Texas Salt Domes, by W. F. Mullican III 18 Statistical Analysis of Structure in the Houston Diapir Province, by W. F. Mullican III . 73 Petrography and Structure of Cap Rock with Emphasis on Core from Boling Salt Dome, Texas, by S. J. Seni . · 114 Geology and Hydrogeology, Barbers Hill Salt Dome, Texas, by H. S. Hamlin . · 181 Hydraulics of Cap Rock, Barbers Hill Salt Dome, Texas, by D. A. Smith • 236 Review of the Geology and Plio-Pleistocene to Post-Pleistocene Deformation at Damon Mound Salt Dome, Texas, by E. C. Collins. 275 APPENDIX A. List of domes and codes . 308 * All figures, tables, and references are listed within individual research reports. i i INTRODUCTION This report presents the results of final Phase III research in order to better quantify selected issues associated with permanent storage of toxic chemical wastes in solution mined caverns in salt. -
S40645-019-0306-X.Pdf
Isaji et al. Progress in Earth and Planetary Science (2019) 6:60 Progress in Earth and https://doi.org/10.1186/s40645-019-0306-x Planetary Science RESEARCH ARTICLE Open Access Biomarker records and mineral compositions of the Messinian halite and K–Mg salts from Sicily Yuta Isaji1* , Toshihiro Yoshimura1, Junichiro Kuroda2, Yusuke Tamenori3, Francisco J. Jiménez-Espejo1,4, Stefano Lugli5, Vinicio Manzi6, Marco Roveri6, Hodaka Kawahata2 and Naohiko Ohkouchi1 Abstract The evaporites of the Realmonte salt mine (Sicily, Italy) are important archives recording the most extreme conditions of the Messinian Salinity Crisis (MSC). However, geochemical approach on these evaporitic sequences is scarce and little is known on the response of the biological community to drastically elevating salinity. In the present work, we investigated the depositional environments and the biological community of the shale–anhydrite–halite triplets and the K–Mg salt layer deposited during the peak of the MSC. Both hopanes and steranes are detected in the shale–anhydrite–halite triplets, suggesting the presence of eukaryotes and bacteria throughout their deposition. The K–Mg salt layer is composed of primary halites, diagenetic leonite, and primary and/or secondary kainite, which are interpreted to have precipitated from density-stratified water column with the halite-precipitating brine at the surface and the brine- precipitating K–Mg salts at the bottom. The presence of hopanes and a trace amount of steranes implicates that eukaryotes and bacteria were able to survive in the surface halite-precipitating brine even during the most extreme condition of the MSC. Keywords: Messinian Salinity Crisis, Evaporites, Kainite, μ-XRF, Biomarker Introduction hypersaline condition between 5.60 and 5.55 Ma (Manzi The Messinian Salinity Crisis (MSC) is one of the most et al. -
HGS Bulletin Volume 35 No.9 (May 1993)
May 1993 BULLETIN Volume 35 Number 9 THE GREAT $10.00 "EXPERIMENTAL" EVENING MEETING (See Ad, Page 8, and Meeting Survey, Page 9) * * * HGS JOBS HOTLINE (713)785-9729 * * * IN THIS ISSUE... - South Australia - The southern continental margin.. ........... Page 12 - Can I eat the seafood? .......................................... Page 18 - Estimating reservoir size from seismic .......................... Page 22 - Micromagnetics ................................................ Page 24 - Another party heard from.. ..................................... Page 31 - New happenings at the Houston Museum of Natural Science ..... Page 34 - A collector's guide to vintage oil & gas books ..................... Page 36 - Selecting "The Right" workstation .............................. Page 44 AND MORE! See Centerfold for May Calendar and Geoevents. Non-Exclusive 2D/3D .. , ,\.! , HOUSTON GEOLOGICAL SOCIETY 7171 Harwin. Suite 31 4 Houston. Texas 77036-2190 (713) 785-6402 Fax: (713) 785-0553 Office Hours: 7 a.m. .4 p.m. - EXECUTIVE BOARD - President ....................................................................Patrick T . (Pat) Gordon. Consultant President-Elect ...........................................................John M . Biancardi. Vicksburg Production Vice President .........................................................Dwight (Clint) Moore. Anadarko Petroleum Secretary ........................................................... .Jeannie Fisher Mallick. Excalibur Consultina Treasurer .................................................................