19 Geophysical Methods in Exploration and Mineral
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Infiltration from the Pedon to Global Grid Scales: an Overview and Outlook for Land Surface Modeling
Published June 24, 2019 Reviews and Analyses Core Ideas Infiltration from the Pedon to Global • Land surface models (LSMs) show Grid Scales: An Overview and Outlook a large variety in describing and upscaling infiltration. for Land Surface Modeling • Soil structural effects on infiltration in LSMs are mostly neglected. Harry Vereecken, Lutz Weihermüller, Shmuel Assouline, • New soil databases may help to Jirka Šimůnek, Anne Verhoef, Michael Herbst, Nicole Archer, parameterize infiltration processes Binayak Mohanty, Carsten Montzka, Jan Vanderborght, in LSMs. Gianpaolo Balsamo, Michel Bechtold, Aaron Boone, Sarah Chadburn, Matthias Cuntz, Bertrand Decharme, Received 22 Oct. 2018. Agnès Ducharne, Michael Ek, Sebastien Garrigues, Accepted 16 Feb. 2019. Klaus Goergen, Joachim Ingwersen, Stefan Kollet, David M. Lawrence, Qian Li, Dani Or, Sean Swenson, Citation: Vereecken, H., L. Weihermüller, S. Philipp de Vrese, Robert Walko, Yihua Wu, Assouline, J. Šimůnek, A. Verhoef, M. Herbst, N. Archer, B. Mohanty, C. Montzka, J. Vander- and Yongkang Xue borght, G. Balsamo, M. Bechtold, A. Boone, S. Chadburn, M. Cuntz, B. Decharme, A. Infiltration in soils is a key process that partitions precipitation at the land sur- Ducharne, M. Ek, S. Garrigues, K. Goergen, J. face into surface runoff and water that enters the soil profile. We reviewed the Ingwersen, S. Kollet, D.M. Lawrence, Q. Li, D. basic principles of water infiltration in soils and we analyzed approaches com- Or, S. Swenson, P. de Vrese, R. Walko, Y. Wu, and Y. Xue. 2019. Infiltration from the pedon monly used in land surface models (LSMs) to quantify infiltration as well as its to global grid scales: An overview and out- numerical implementation and sensitivity to model parameters. -
Remote Sensing and Airborne Geophysics in the Assessment of Natural Aggregate Resources
U. S. DEPARTMENT OF THE INTERIOR U. S. GEOLOGICAL SURVEY REMOTE SENSING AND AIRBORNE GEOPHYSICS IN THE ASSESSMENT OF NATURAL AGGREGATE RESOURCES by D.H. Knepper, Jr.1, W.H. Langer1, and S.H. Miller1 OPEN-FILE REPORT 94-158 1994 This report is preliminary and has not been reviewed for conformity with U.S. Geological Survey editorial standards. Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government. 1U.S. Geological Survey, Denver, CO 80225 CONTENTS ABSTRACT........................................................................................... iv CHAPTER I. INTRODUCTION.............................................................................. I-1 II. TYPES OF AGGREGATE DEPOSITS........................................... II-1 Crushed Stone............................................................................... II-1 Sedimentary Rocks............................................................. II-3 Igneous Rocks.................................................................... II-3 Metamorphic Rocks........................................................... II-4 Sand and Gravel............................................................................ II-4 Glacial Deposits................................................................ II-5 Alluvial Fans.................................................................... II-5 Stream Channel and Terrace Deposits............................... II-6 Marine Deposits............................................................... -
CERI 7022/8022 Global Geophysics Spring 2016
FerrimagnetismI I Recall three types of magnetic properties of materials I Diamagnetism I Paramagnetism I Ferromagnetism I Anti-ferromagnetism I Parasitic ferromagnetism I Ferrimagnetism I Ferrimagnetism I Spinel structure is one of the common crystal structure of rock-forming minerals. I Tetrahedral and octahedral sites form two sublattices. 2+ 3+ I Fe in 1/8 of tetrahedral sites, Fe in 1/2 of octahedral sites. FerrimagnetismII I xmujpkc.xmu.edu.cn/jghx/source/chapter9.pdf Ferrimagnetism III I www.tf.uni-kiel.de/matwis/amat/def_en/kap_2/basics/b2_1_6.html I Anti-spinel structure of the most common iron oxides 3+ 3+ 2+ I Fe in 1/8 tetrahedral sites, (Fe , Fe ) in 1/2 of octahedral sites. FerrimagnetismIV I Indirect exchange involves antiparallel and unequal magnetization of the sublattices, a net spontaneous magnetization appears. This phenomenon is called ferrimagnetism. I Ferrimagnetic materials are called ferrites. I Ferrites exhibit magnetic hysteresis and retain remanent magnetization (i.e. behaves like ferromagnets.) I Above the Curie temperature, becomes paramagnetic. I Magnetite (Fe3O4), maghemite, pyrrhotite and goethite (' rust). Magnetic properties of rocksI I Matrix minerals are mainly silicates or carbonates, which are diamagnetic. I Secondary minerals (e.g., clays) have paramagnetic properties. I So, the bulk of constituent minerals have a magnetic susceptibility but not remanent magnetic properties. I Variable concentrations of ferrimagnetic and matrix minerals result in a wide range of susceptibilities in rocks. Magnetic properties of rocksII I I The weak and variable concentration of ferrimagnetic minerals plays a key role in determining the magnetic properties of the rock. Magnetic properties of rocks III I Important factors influencing rock magnetism: I The type of ferrimagnetic mineral. -
Relationships Between Magnetic Parameters, Chemical Composition and Clay Minerals of Topsoils Near Coimbra, Central Portugal
Nat. Hazards Earth Syst. Sci., 12, 2545–2555, 2012 www.nat-hazards-earth-syst-sci.net/12/2545/2012/ Natural Hazards doi:10.5194/nhess-12-2545-2012 and Earth © Author(s) 2012. CC Attribution 3.0 License. System Sciences Relationships between magnetic parameters, chemical composition and clay minerals of topsoils near Coimbra, central Portugal A. M. Lourenc¸o1, F. Rocha2, and C. R. Gomes1 1Centre for Geophysics, Earth Sciences Dept., University of Coimbra, Largo Marquesˆ de Pombal, 3000-272 Coimbra, Portugal 2Geobiotec Centre, Geosciences Dept., University of Aveiro, 3810-193 Aveiro, Portugal Correspondence to: A. M. Lourenc¸o ([email protected]) Received: 6 September 2011 – Revised: 27 February 2012 – Accepted: 28 February 2012 – Published: 14 August 2012 Abstract. Magnetic measurements, mineralogical and geo- al., 1980). This methodology is fast, economic and can be ap- chemical studies were carried out on surface soil samples plied in various research fields, such as environmental mon- in order to find possible relationships and to obtain envi- itoring, pedology, paleoclimatology, limnology, archeology ronmental implications. The samples were taken over a and stratigraphy. Recent studies have demonstrated the ad- square grid (500 × 500 m) near the city of Coimbra, in cen- vantages and the potential of the environmental magnetism tral Portugal. Mass specific magnetic susceptibility ranges methods as valuable aids in the detection and delimitation between 12.50 and 710.11 × 10−8 m3 kg−1 and isothermal of areas affected by pollution (e.g. Bityukova et al., 1999; magnetic remanence at 1 tesla values range between 253 Boyko et al., 2004; Blaha et al., 2008; Lu et al., 2009; and 18 174 × 10−3 Am−1. -
Geophysics (3 Credits) Spring 2018
GEO 3010 – Geophysics (3 credits) Spring 2018 Lecture: FASB 250, 10:45-11:35 am, M & W Lab: FASB 250, 2:00-5:00 pm, M or W Instructor: Fan-Chi Lin (Assistant Professor, Dept. of Geology & Geophysics) Office: FASB 271 Phone: 801-581-4373 Email: [email protected] Office Hours: M, W 11:45 am - 1:00 pm. Please feel free to email me if you would like to make an appointment to meet at a different time. Teaching Assistants: Elizabeth Berg ([email protected]) FASB 288 Yadong Wang ([email protected]) FASB 288 Office Hours: T, H 1:00-3:00 pm Website: http://noise.earth.utah.edu/GEO3010/ Course Description: Prerequisite: MATH 1220 (Calculus II). Co-requisite: GEO 3080 (Earth Materials I). Recommended Prerequisite: PHYS 2220 (Phycs For Scien. & Eng. II). Fulfills Quantitative Intensive BS. Applications of physical principles to solid-earth dynamics and solid-earth structure, at both the scale of global tectonics and the smaller scale of subsurface exploration. Acquisition, modeling, and interpretation of seismic, gravity, magnetic, and electrical data in the context of exploration, geological engineering, and environmental problems. Two lectures, one lab weekly. 1. Policies Grades: Final grades are based on following weights: • Homework (25 %) • Labs (25 %) • Exam 1-3 (10% each) • Final (20 %) Homework: There will be approximately 6 homework sets. Homework must be turned in by 5 pm of the day they are due. 10 % will be marked off for each day they are late. Homework will not be accepted 3 days after the due day. Geophysics – GEO 3010 1 Labs: Do not miss labs! In general you will not have a chance to make up missed labs. -
Rock and Paleomagnetic Investigations Technical Detailed
NWM-USGS-GPP-06 RO Rock and Paleomagnetic Investigations Technical Detailed Procedure GPP-O NNWSI Project Quality Assurance Program U.S. Geological Survey Effective Date: pepared by: Joseph Rosenbaum Technical Reviewer: Richard Reynolds 'Branch Chief: Adel Zohdy NNWI Project Coordinator: W. Dudley Quality Assurance: P. L. Bussolini 8502210165 841130 PDR WASTE PDR Wm-II NWM-USGS-GPP- 06, RO NWM-USGS-GPP- o RO Page 2 of 13 Rock and Paleomagnetic Investigations 1.0 PURPOSE 1.1 This procedure provides a means of assuring the accuracy, validity, and applicability of the methods used to determine paleomagnetic and rock magnetic properties. 1.2 The procedure documents the USGS responsibilities for quality assurance training and enforcement, the processes and authority for procedure modification and revision, the requirements for procedure and personnel interfacing, and to whom the procedure applies. 1.3 The procedure describes the system components, the principles of the methods used, and the limits of their use. 1.4 The procedure describes the detailed methods to be used, where applicable, for system checkout and maintenance, calibration, operation and performance verification. 1.5 The procedure defines the requirements for data acceptance, documentation and control; and provides a means of data traceability. 1.6 The procedure provides a guide for USGS personnel and their contractors engaged to determining paleomagnetic and rock mag- netic properties and a means by which the Department of Energy (DOE) and the Nuclear Regulatory Commission (NRC) can evaluate these activities in meeting requirements for the NNWSI repository. 2.0 SCOPE OF COMPLIANCE 2.1 This procedure applies to all USGS personnel, and persons assigned by the USGS, who perform work on the procedure as described by the work activity given in Section 1.1, or use data from such activities, if the activities or data are deemed by the USGS Project Coordinator to potentially affect public health and safety as related to a nuclear waste repository. -
Geophysics 210 September 2008
Geophysics 210 September 2008 Geophysics 210 - Physics of the Earth A1: What is geophysics Geophysics: Application of physics to understand the structure and working of the Earth. Geophysics can be divided into exploration geophysics and geodynamics. Exploration geophysics is the process of imaging what is inside the Earth. Direct sampling in the Earth with drilling can only reach depths around 10 km so indirect methods are needed. Often used to describe commercial exploration, but includes investigations to depths of the mantle and core. All geophysical methods can be divided into active and passive techniques. In an active technique, it is necessary to generate a signal (e.g. in seismic studies sound waves are generated with an explosion or an earthquake). In a passive technique a naturally occurring signal is detected (e.g. the pull of gravity of a buried object). Geodynamics is the study of how the Earth works, and considers questions such as: -what drives plate motion? -what triggers earthquakes? -how is the Earth’s magnetic field generated? -how do continent-continent collisions build mountains? This field depends heavily on information derived from geophysical imaging. Advances in computer power now allow simulations of these processes in ever increasing detail and realism. A2 : Basic structure of the Earth • Radially symmetric to first order. • Crust – mainly silicate minerals, enriched in lighter elements (Na, Al) • Mantle – silicate minerals with more heavy elements (Fe and Mg) magnesium. Divided into upper and lower mantle (dashed line) • Outer core - liquid iron that convects rapidly. • Inner core – Lump of solid iron roughly the size of the moon • Crust and mantle are defined in terms of their distinct chemical compositions. -
Ten Years of Marine CSEM for Hydrocarbon Exploration
GEOPHYSICS, VOL.75, NO. 5 ͑SEPTEMBER-OCTOBER 2010͒; P.75A67–75A81, 15 FIGS. 10.1190/1.3483451 Ten years of marine CSEM for hydrocarbon exploration Steven Constable1 years of the first survey three contracting companies had been ABSTRACT formed for the express purpose of providing commercial marine CSEM services to the exploration industry. Now, almost 10 years af- Marine controlled-source electromagnetic ͑CSEM͒ sur- ter the Girassol survey, marine CSEM is a broadly used, if not main- veying has been in commercial use for predrill reservoir ap- stream, geophysical technology, with over 500 surveys reportedly praisal and hydrocarbon exploration for 10 years.Although a having been carried out and several custom-built survey vessels in recent decrease has occurred in the number of surveys and operation. The 75th anniversary of GEOPHYSICS and the 10th anni- publications associated with this technique, the method has versary of commercial marine CSEM seem to constitute an appro- become firmly established as an important geophysical tool priate occasion to review the marine CSEM method: where we have in the offshore environment. This is a consequence of two im- been, where we are today, and where we might be going. portant aspects associated with the physics of the method: The aim of this paper is to provide a technical review, which is ac- First, it is sensitive to high electrical resistivity, which, al- cessible to the nonexpert, of the marine CSEM method. However, to though not an unambiguous indicator of hydrocarbons, is an illustrate some of the important issues, original calculations have important property of economically viable reservoirs. -
Modeling for Inversion in Exploration Geophysics A
MODELING FOR INVERSION IN EXPLORATION GEOPHYSICS A Dissertation Presented to The Academic Faculty By Mathias Louboutin In Partial Fulfillment of the Requirements for the Degree Doctor of Philosophy in the School of CSE in the College of Computing Georgia Institute of Technology February 2020 Copyright c Mathias Louboutin 2020 MODELING FOR INVERSION IN EXPLORATION GEOPHYSICS Approved by: Dr. Felix J. Herrmann, Advisor School Computational Science and Engineering Dr. Tobin Isaac Georgia Institute of Technology School of Computer Science Georgia Institute of Technology Dr. Umit Catalyurek School Computational Science and Dr. Zhigang Peng Engineering School of Earth and Atmospheric Georgia Institute of Technology Sciences Georgia Institute of Technology Dr. Edmond Chow School Computational Science and Date Approved: March 1, 2020 Engineering Georgia Institute of Technology ACKNOWLEDGEMENTS Before anything else, I would like to thank my supervisor Dr Felix J. Herrmann for giv- ing me the opportunity to work with him. Thanks to his leadership I had the opportunity to work and scientifically challenging problems in a collaborative and motivating atmosphere. I would also like to thank Professor Gerard Gorman at Imperial college. And large part of my research was kick-started by a visit at Imperial College and Dr. Gorman’s support and guidance made me achieve my research objective. I would like to thank Professor Umit Catalyurek, Professor Edmond Chow, Professor Tobin Isaac and Professor Zhigang Peng for agreeing to be on my Ph.D. committee at Georgia Tech, for reviewing my thesis, for making time for my proposal and defense and for your valuable input on my work. I would also like to thank my former Ph.D. -
Results of the Application of Seismic- Reflection And
RESULTS OF THE APPLICATION OF SEISMIC- REFLECTION AND ELECTROMAGNETIC TECHNIQUES FOR NEAR-SURFACE HYDROGEOLOGIC AND ENVIRONMENTAL INVESTIGATIONS AT FORT BRAGG, NORTH CAROLINA ByM.T. Meyer and Jason M. Fine U.S. GEOLOGICAL SURVEY Water-Resources Investigations Report 97-4042 Prepared for the Department of the Army Fort Bragg, North Carolina Raleigh, North Carolina 1997 U.S. DEPARTMENT OF THE INTERIOR BRUCE BABBITT, Secretary U.S. GEOLOGICAL SURVEY Gordon P. Eaton, Director The use of firm, trade, and brand names in this report is for identification purposes only and does not constitute endorsement by the U.S. Geological Survey. For additional information write to: Copies of this report can be purchased from: District Chief U.S. Geological Survey U.S. Geological Survey Branch of Information Services 3916 Sunset Ridge Road Box 25286 Raleigh, NC 27607 Denver Federal Center Denver, CO 80225-0286 CONTENTS Page Abstract.................................................................................. 1 Introduction.............................................................................. 2 Background ....................................................................... 3 Purpose and scope ................................................................. 3 Physiographic and geologic settings .................................................. 4 Acknowledgments .............................................................. 6 Surface-geophysical methods ............................................................... 7 Shallow seismic reflection -
Geophysical Methods Commonly Employed for Geotechnical Site Characterization TRANSPORTATION RESEARCH BOARD 2008 EXECUTIVE COMMITTEE OFFICERS
TRANSPORTATION RESEARCH Number E-C130 October 2008 Geophysical Methods Commonly Employed for Geotechnical Site Characterization TRANSPORTATION RESEARCH BOARD 2008 EXECUTIVE COMMITTEE OFFICERS Chair: Debra L. Miller, Secretary, Kansas Department of Transportation, Topeka Vice Chair: Adib K. Kanafani, Cahill Professor of Civil Engineering, University of California, Berkeley Division Chair for NRC Oversight: C. Michael Walton, Ernest H. Cockrell Centennial Chair in Engineering, University of Texas, Austin Executive Director: Robert E. Skinner, Jr., Transportation Research Board TRANSPORTATION RESEARCH BOARD 2008–2009 TECHNICAL ACTIVITIES COUNCIL Chair: Robert C. Johns, Director, Center for Transportation Studies, University of Minnesota, Minneapolis Technical Activities Director: Mark R. Norman, Transportation Research Board Paul H. Bingham, Principal, Global Insight, Inc., Washington, D.C., Freight Systems Group Chair Shelly R. Brown, Principal, Shelly Brown Associates, Seattle, Washington, Legal Resources Group Chair Cindy J. Burbank, National Planning and Environment Practice Leader, PB, Washington, D.C., Policy and Organization Group Chair James M. Crites, Executive Vice President, Operations, Dallas–Fort Worth International Airport, Texas, Aviation Group Chair Leanna Depue, Director, Highway Safety Division, Missouri Department of Transportation, Jefferson City, System Users Group Chair Arlene L. Dietz, A&C Dietz and Associates, LLC, Salem, Oregon, Marine Group Chair Robert M. Dorer, Acting Director, Office of Surface Transportation Programs, Volpe National Transportation Systems Center, Research and Innovative Technology Administration, Cambridge, Massachusetts, Rail Group Chair Karla H. Karash, Vice President, TranSystems Corporation, Medford, Massachusetts, Public Transportation Group Chair Mary Lou Ralls, Principal, Ralls Newman, LLC, Austin, Texas, Design and Construction Group Chair Katherine F. Turnbull, Associate Director, Texas Transportation Institute, Texas A&M University, College Station, Planning and Environment Group Chair Daniel S. -
Impact of Water-Level Variations on Slope Stability
ISSN: 1402-1757 ISBN 978-91-7439-XXX-X Se i listan och fyll i siffror där kryssen är LICENTIATE T H E SIS Department of Civil, Environmental and Natural Resources Engineering1 Division of Mining and Geotechnical Engineering Jens Johansson Impact of Johansson Jens ISSN 1402-1757 Impact of Water-Level Variations ISBN 978-91-7439-958-5 (print) ISBN 978-91-7439-959-2 (pdf) on Slope Stability Luleå University of Technology 2014 Water-Level Variations on Slope Stability Variations Water-Level Jens Johansson LICENTIATE THESIS Impact of Water-Level Variations on Slope Stability Jens M. A. Johansson Luleå University of Technology Department of Civil, Environmental and Natural Resources Engineering Division of Mining and Geotechnical Engineering Printed by Luleå University of Technology, Graphic Production 2014 ISSN 1402-1757 ISBN 978-91-7439-958-5 (print) ISBN 978-91-7439-959-2 (pdf) Luleå 2014 www.ltu.se Preface PREFACE This work has been carried out at the Division of Mining and Geotechnical Engineering at the Department of Civil, Environmental and Natural Resources, at Luleå University of Technology. The research has been supported by the Swedish Hydropower Centre, SVC; established by the Swedish Energy Agency, Elforsk and Svenska Kraftnät together with Luleå University of Technology, The Royal Institute of Technology, Chalmers University of Technology and Uppsala University. I would like to thank Professor Sven Knutsson and Dr. Tommy Edeskär for their support and supervision. I also want to thank all my colleagues and friends at the university for contributing to pleasant working days. Jens Johansson, June 2014 i Impact of water-level variations on slope stability ii Abstract ABSTRACT Waterfront-soil slopes are exposed to water-level fluctuations originating from either natural sources, e.g.