Dra–27. Characterization of Physical and Chemical Weathering in the Rock Piles
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Engineering Behavior and Classification of Lateritic Soils in Relation to Soil Genesis Erdil Riza Tuncer Iowa State University
Iowa State University Capstones, Theses and Retrospective Theses and Dissertations Dissertations 1976 Engineering behavior and classification of lateritic soils in relation to soil genesis Erdil Riza Tuncer Iowa State University Follow this and additional works at: https://lib.dr.iastate.edu/rtd Part of the Civil Engineering Commons Recommended Citation Tuncer, Erdil Riza, "Engineering behavior and classification of lateritic soils in relation to soil genesis " (1976). Retrospective Theses and Dissertations. 5712. https://lib.dr.iastate.edu/rtd/5712 This Dissertation is brought to you for free and open access by the Iowa State University Capstones, Theses and Dissertations at Iowa State University Digital Repository. It has been accepted for inclusion in Retrospective Theses and Dissertations by an authorized administrator of Iowa State University Digital Repository. For more information, please contact [email protected]. INFORMATION TO USERS This material was produced from a microfilm copy of the original document. While the most advanced technological means to photograph and reproduce this document have been used, the quality is heavily dependent upon the quality of the original submitted. The following explanation of techniques is provided to help you understand markings or patterns which may appear on this reproduction. 1. The sign or "target" for pages apparently lacking from the document photographed is "Missing Page(s)". If it was possible to obtain the missing page(s) or section, they are spliced into the film along with adjacent pages. This may have necessitated cutting thru an image and duplicating adjacent pages to insure you complete continuity. 2. When an image on the film is obliterated with a large round black mark, it is an indication that the photographer suspected that the copy may have moved during exposure and thus cause a blurred image. -
Density Fractionation of Forest Soils: Methodological Questions and Interpretation of Incubation Results and Turnover Time in an Ecosystem Context
Biogeochemistry (2007) 85:69–90 DOI 10.1007/s10533-007-9100-8 ORIGINAL PAPER Density fractionation of forest soils: methodological questions and interpretation of incubation results and turnover time in an ecosystem context Susan E. Crow Æ Christopher W. Swanston Æ Kate Lajtha Æ J. Rene´e Brooks Æ Heath Keirstead Received: 11 March 2006 / Accepted: 27 November 2006 / Published online: 15 March 2007 Ó Springer Science+Business Media B.V. 2007 Abstract Soil organic matter (SOM) is often common density-based methods for dividing soil separated by physical means to simplify a com- into distinct organic matter fractions. Further, we plex matrix into discrete fractions. A frequent directly address the potential effects of dispersing approach to isolating two or more fractions is soil in a high density salt solution on the recov- based on differing particle densities and uses a ered fractions and implications for data inter- high density liquid such as sodium polytungstate pretation. Soil collected from forested sites at (SPT). Soil density fractions are often interpreted H. J. Andrews Experimental Forest, Oregon and as organic matter pools with different carbon (C) Bousson Experimental Forest, Pennsylvania was turnover times, ranging from years to decades or separated into light and heavy fractions by floa- centuries, and with different functional roles for C tation in a 1.6 g cm–3 solution of SPT. Mass and nutrient dynamics. In this paper, we discuss balance calculations revealed that between 17% the development and mechanistic basis of and 26% of the original bulk soil C and N content was mobilized and subsequently discarded during S. -
Field Indicators of Hydric Soils
United States Department of Field Indicators of Agriculture Natural Resources Hydric Soils in the Conservation Service United States In cooperation with A Guide for Identifying and Delineating the National Technical Committee for Hydric Soils Hydric Soils, Version 8.2, 2018 Field Indicators of Hydric Soils in the United States A Guide for Identifying and Delineating Hydric Soils Version 8.2, 2018 (Including revisions to versions 8.0 and 8.1) United States Department of Agriculture, Natural Resources Conservation Service, in cooperation with the National Technical Committee for Hydric Soils Edited by L.M. Vasilas, Soil Scientist, NRCS, Washington, DC; G.W. Hurt, Soil Scientist, University of Florida, Gainesville, FL; and J.F. Berkowitz, Soil Scientist, USACE, Vicksburg, MS ii In accordance with Federal civil rights law and U.S. Department of Agriculture (USDA) civil rights regulations and policies, the USDA, its Agencies, offices, and employees, and institutions participating in or administering USDA programs are prohibited from discriminating based on race, color, national origin, religion, sex, gender identity (including gender expression), sexual orientation, disability, age, marital status, family/parental status, income derived from a public assistance program, political beliefs, or reprisal or retaliation for prior civil rights activity, in any program or activity conducted or funded by USDA (not all bases apply to all programs). Remedies and complaint filing deadlines vary by program or incident. Persons with disabilities who require alternative means of communication for program information (e.g., Braille, large print, audiotape, American Sign Language, etc.) should contact the responsible Agency or USDA’s TARGET Center at (202) 720-2600 (voice and TTY) or contact USDA through the Federal Relay Service at (800) 877-8339. -
Erosional Resistance of Cohesive Sediments in Coastal Saltmarshes
Louisiana State University LSU Digital Commons LSU Master's Theses Graduate School 2013 Erosional resistance of cohesive sediments in coastal saltmarshes Hem Raj Pant Louisiana State University and Agricultural and Mechanical College, [email protected] Follow this and additional works at: https://digitalcommons.lsu.edu/gradschool_theses Part of the Civil and Environmental Engineering Commons Recommended Citation Pant, Hem Raj, "Erosional resistance of cohesive sediments in coastal saltmarshes" (2013). LSU Master's Theses. 386. https://digitalcommons.lsu.edu/gradschool_theses/386 This Thesis is brought to you for free and open access by the Graduate School at LSU Digital Commons. It has been accepted for inclusion in LSU Master's Theses by an authorized graduate school editor of LSU Digital Commons. For more information, please contact [email protected]. EROSIONAL RESISTANCE OF COHESIVE SEDIMENTS IN COASTAL SALTMARSHES A Thesis Submitted to the Graduate Faculty of the Louisiana State University and Agricultural and Mechanical College in partial fulfillment of the requirements for the degree of Master of Science in Civil Engineering in The Department of Civil and Environmental Engineering by Hem Raj Pant B.E., Tribhuvan University, 2007 August 2013 To My Parents My Family And My Teachers ii ACKNOWLEDGEMENTS I am deeply grateful to my advisor, Dr. Guoping Zhang for providing me with an opportunity and financial support to pursue graduate study at Louisiana State University. I sincerely appreciate his perpetual support and guidance throughout my graduate study and research. I am also thankful to advisory committee members, Dr. Murad Yusuf Abu-Farsakh and Dr. Jongwon Jung for their kind cooperation and guidance during this research. -
Principles of Geochemical Prospecting
Principles of Geochemical Prospecting GEOLOGICAL SURVEY BULLETIN 1000-F CONTRIBUTIONS TO GEOCHEMICAL PROSPECTING FOR MINERALS PRINCIPLES OF GEOCHEMICAL PROSPECTING By H. E. HAWKES ABSTRACT Geochemical prospecting for minerals includes any method of mineral exploration based on systematic measurement of the chemical properties of a naturally occurring material. The purpose of the measurements is the location of geochemical anomalies or of areas where the chemical pattern indicates the presence of ore in the vicinity. Anomalies may be formed either at depth by igneous and metamorphic processes or at the earth's surface by agents of weathering, erosion, and surficial transportation. Geochemical anomalies of deep-seated origin primary anomalies may result from (1) apparent local variation in the original composition of the earth's crust, defining a distinctive "geochemical province" especially favor able for the occurrence of ore, (2) impregnation of rocks by mineralizing fluids related to ore formation, and (3) dispersion of volatile elements transported in gaseous form. Anomalies of surficial origin-^secondary anomalies take the form either of residual materials from weathering of rocks and ores in place or of material dispersed from the ore deposit by gravity, moving water, or glacial ice. The mobility of an element, or tendency for it to migrate in the.surficial environment, determines the characteristics of the geochemical anomalies it can form. Water is the principal transporting agency for the products of weathering. Mobility is, therefore, closely related to the tendency of an element to be stable in water-soluble form. The chemical factors affecting the mobility of elements include hydrogen-ion concentration, solubility of salts, coprecipitation, sorption, oxidation potential, and the formation of complexes and colloidal solutions. -
Copper Deposits in Sedimentary and Volcanogenic Rocks
Copper Deposits in Sedimentary and Volcanogenic Rocks GEOLOGICAL SURVEY PROFESSIONAL PAPER 907-C COVER PHOTOGRAPHS 1 . Asbestos ore 8. Aluminum ore, bauxite, Georgia 1 2 3 4 2. Lead ore. Balmat mine, N . Y. 9. Native copper ore, Keweenawan 5 6 3. Chromite-chromium ore, Washington Peninsula, Mich. 4. Zinc ore, Friedensville, Pa. 10. Porphyry molybdenum ore, Colorado 7 8 5. Banded iron-formation, Palmer, 11. Zinc ore, Edwards, N.Y. Mich. 12. Manganese nodules, ocean floor 9 10 6. Ribbon asbestos ore, Quebec, Canada 13. Botryoidal fluorite ore, 11 12 13 14 7. Manganese ore, banded Poncha Springs, Colo. rhodochrosite 14. Tungsten ore, North Carolina Copper Deposits in Sedimentary and Volcanogenic Rocks By ELIZABETH B. TOURTELOT and JAMES D. VINE GEOLOGY AND RESOURCES OF COPPER DEPOSITS GEOLOGICAL SURVEY PROFESSIONAL PAPER 907-C A geologic appraisal of low-temperature copper deposits formed by syngenetic, diagenetic, and epigenetic processes UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1976 UNITED STATES DEPARTMENT OF THE INTERIOR THOMAS S. KLEPPE, Secretary GEOLOGICAL SURVEY V. E. McKelvey, Director First printing 1976 Second printing 1976 Library of Congress Cataloging in Publication Data Tourtelot, Elizabeth B. Copper deposits in sedimentary and volcanogenic rocks. (Geology and resources of copper) (Geological Survey Professional Paper 907-C) Bibliography: p. Supt. of Docs. no.: I 19.16:907-C 1. Copper ores. 2. Rocks, Sedimentary. 3. Rocks, Igneous. I. Vine, James David, 1921- joint author. II. Title. III. Series. IV. Series: United States Geological Survey Professional Paper 907-C. TN440.T68 553'.43 76-608039 For sale by the Superintendent of Documents, U.S. -
Geological Time Scale Lecture Notes
Geological Time Scale Lecture Notes dewansEddy remains validly. ill-judged: Lefty is unhelpable: she leaf her she reinsurers phrases mediates inattentively too artfully?and postmarks Ruthenic her and annual. closed-door Fabio still crenellate his Seventh grade Lesson Geologic Time Mini Project. If i miss a lecture and primitive to copy a classmate's notes find a photocopying. Geologic Time Scale Age of free Earth subdivided into named and dated intervals. The Quaternary is even most recent geological period for time in trek's history spanning the unique two million. Geologic Time and Earth Science Lumen Learning. Explaining Events Study arrangement 3 in Figure B Note that. Do not get notified when each lecture notes to be taken in fact depends on plate boundaries in lecture notes with it was convinced from? Coloured minerals introduction to mining geology lecture notes ppt Mining. The geologic record indicates several ice surges interspersed with periods of. Lecture Notes Geologic Eras Geologic Timescale The geologic timetable is divided into 4 major eras The oldest era is called the Pre-Cambrian Era. 4 Mb Over long periods of debate many rocks change shape and ease as salary are. A Geologic Time Scale Measures the Evolution of Life system Review NotesHighlights Image Attributions ShowHide Details. Lecture notes lecture 26 Geological time scale StuDocu. You are encouraged to work together and review notes from lectures to flex on. These lecture notes you slip and indirect evidence of rocks, and phases and geological time scale lecture notes made by which help you? Index fossil any homicide or plant preserved in the department record write the bond that is characteristic of behavior particular complain of geologic time sensitive environment but useful index. -
Soil As an Engineering Material
Soilas an Engineering Material Report No. 17 l A WATER RESOURCES TECHNICAL PUBLICATKM an Engineering By Wesley G. Holtz assistant chief research scientist otlice d chief engineer UNITED STATES DEPARTMENT OF THE INTERIOR As the Nation’s principal conservation agency, the Department of the Interior has responsibility for most of our nationally owned public lands and natural resources. This includes fostering the wisest use of our land and water resources, protecting our fzsh and wildlife, preserving the environmental and cultural values of our national parks and historical places, and providing for the enjoy- ment of life through outdoor recreation. The Department assesses our energy and mineral resources and works to assure that their development is in the best interests of all our people. The Depart- ment also has a major responsibility for American Indian Reserva- tion communities and for people who live in Island Territories under U.S. administration. First Printing : 1969 Second Printing : 1974 UNITED STATES GOVERNMENT PRINTING OFFICE WASHINGTON : 1974 For sale by the Superintendent of Documents, U.S. Government Printing Ofice, Washington, D.C. 20402, or the Engineering and Research Center, Bureau of Recla- mation, Attention 922, Denver Federal Center, Denver, Cola. 80225. Price $1.30. PREFACE Unlike metals, concrete, wood, and other common time, is intended to provide interesting information engineering materials, soils do not respond to the usual for those familiar with the subject. Frequent use is stress, strain, and strength relationships of the more made of the first person pronoun, in accordance with elastic materials. Lacking uniformity because of the ASTM recommendations, to provide better identity varied origins and heterogeneous compositions, soits between the author and his work. -
Validation of the EROSION-3D Model Through Measured Bathymetric Sediments
water Article Validation of the EROSION-3D Model through Measured Bathymetric Sediments Zuzana Németová 1,* , David Honek 2,3, Silvia Kohnová 1 , Kamila Hlavˇcová 1, Monika Šulc Michalková 2, Valentín Soˇcuvka 4 and Yvetta Velísková 4 1 Department of Land and Water Resources Management, Faculty of Civil Engineering, Slovak University of Technology, Radlinského 11, 81005 Bratislava, Slovakia; [email protected] (S.K.); [email protected] (K.H.) 2 Department of Geography, Faculty of Science, Masaryk University, Kotláˇrská 2, 61137 Brno, Czech Republic; [email protected] or [email protected] (D.H.); [email protected] (M.Š.M.) 3 T. G. Masaryk Water Research Institute, p. r. i., Podbabská 2582/30, 16000 Prague, Czech Republic 4 Institute of Hydrology, Slovak Academy of Sciences, Dúbravská cesta 9, 84104 Bratislava, Slovakia; [email protected] (V.S.); [email protected] (Y.V.) * Correspondence: [email protected]; Tel.: +421-02-59-274-621 Received: 3 March 2020; Accepted: 7 April 2020; Published: 10 April 2020 Abstract: The testing of a model performance is important and is also a challenging part of scientific work. In this paper, the results of the physically-based EROSION-3D (Jürgen Schmidt, Berlin, Germany) model were compared with trapped sediments in a small reservoir. The model was applied to simulate runoff-erosion processes in the Svacenický Creek catchment in the western part of the Slovak Republic. The model is sufficient to identify the areas vulnerable to erosion and deposition within the catchment. The volume of sediments was measured by a bathymetric field survey during three terrain journeys (in 2015, 2016, and 2017). -
Mining, Geology, and Geological History of Garnet at the Barton Garnet Mine, Gore Mountain, New York William Kelly
6: RARE EARTH ELEMENT AND YTTRIUM MINERAL OCCURENCES IN THE ADIRONDACK MOUNTAINS 7 MINING, GEOLOGY, AND GEOLOGICAL HISTORY OF GARNET AT THE BARTON GARNET MINE, GORE MOUNTAIN, NEW YORK WILLIAM KELLY New York State Geologist, Emeritus, Division of Research and Collections, New York State Museum, Albany, NY 12230, [email protected] KEYWORDS: Garnet, Mining, Gore Mountain, Metamorphism, Lyon Mountain Granite ABSTRACT Garnet megacrysts commonly 30 centimters (cm) ranging up to 1 meter (m) in diameter occur at the summit of Gore Mountain, Adirondacks, NY and were mined there for abrasives for more than a century. The mine, owned by Barton Mines Co., LLC, is roughly 2 km x 150 m and is located in a hornblende-rich garnet amphibolite at the southern boundary of a metamorphosed olivine gabbro body that is in fault contact with charnockite. Barton supplies garnet, a chemically homogeneous pyrope-almandine, to the waterjet cutting, lapping, and abrasive coatings industries. The garnet megacrysts are reliably dated at 1049 ± 5 Ma. The growth of the garnet megacrysts was facilitated by an influx of hydrothermal fluid emanating from the ore body’s southern boundary fault. The fluids were most probably associated with the intrusion of the Lyon Mountain Granite (1049.9 ± 10 Ma) and/or associated pegmatitic rocks late in the tectonic history of the Adirondacks. INTRODUCTION The Adirondack Mountains in upstate New York are a small outlier of a larger body of rocks of similar age and geologic history that is located to the north in Canada. The Adirondack region can be loosely divided into amphibolite metamorphic facies Lowlands, in the northwest, and the granulite facies Central Highlands, which are 86 THE ADIRONDACK JOURNAL OF ENVIRONMENTAL STUDIES VOLUME 21 87 7: MINING, GEOLOGY, AND GEOLOGICAL HISTORY OF GARNET AT THE BARTON GARNET MINE, GORE MOUNTAIN, NEW YORK separated by a very large, northwest-dipping fault zone. -
Three Dimensional Mobile Bed Dynamics for Sediment Transport Modeling
THREE DIMENSIONAL MOBILE BED DYNAMICS FOR SEDIMENT TRANSPORT MODELING DISSERTATION Presented in Partial Fulfillment of the Requirements for the Degree Doctor of Philosophy in the Graduate School of The Ohio State University By Sean O’Neil, B.S., M.S. ***** The Ohio State University 2002 Dissertation Committee: Approved by Professor Keith W. Bedford, Adviser Professor Carolyn J. Merry Adviser Professor Diane L. Foster Civil Engineering Graduate Program c Copyright by Sean O’Neil 2002 ABSTRACT The transport and fate of suspended sediments continues to be critical to the understand- ing of environmental water quality issues within surface waters. Many contaminants of environmental concern within marine and freshwater systems are hydrophobic, thus read- ily adsorbed to bed material or suspended particles. Additionally, management strategies for evaluating and remediating the effects of dredging operations or marine construction, as well as legacy pollution from military and industrial processes requires knowledge of sediment-water interactions. The dynamic properties within the bed, the bed-water column inter-exchange and the transport properties of the flowing water is a multi-scale nonlin- ear problem for which the mobile bed dynamics with consolidation (MBDC) model was formulated. A new continuum-based consolidation model for a saturated sediment bed has been developed and verified on a stand-alone basis. The model solves the one-dimensional, vertical, nonlinear Gibson equation describing finite-strain, primary consolidation for satu- rated fine sediments. The consolidation problem is a moving boundary value problem, and has been coupled with a mobile bed model that solves for bed level variations and grain size fraction(s) in time within a thin layer at the bed surface. -
Role of the Soil Matrix and Minerals in Protecting Natural Organic Materials Against Biological Attack
Organic Geochemistry 31 (2000) 697±710 www.elsevier.nl/locate/orggeochem Role of the soil matrix and minerals in protecting natural organic materials against biological attack J.A. Baldock *, J.O. Skjemstad CSIRO Land and Water, PMB 2, Glen Osmond, SA 5064, Australia Abstract Natural organic materials in soils consist of a complex mixture of dierent biochemicals exhibiting numerous morphologies and stages of biological oxidation. A continuum of decomposability exists based on chemical structure; however, this continuum can be altered by interactions with minerals within matrices capable of stabilising potentially labile organic matter against biological oxidation. Protection is not considered to equate to a permanent and complete removal of organic C from decomposition, but rather to a reduced decomposition rate relative to similar unprotected materials. The stabilisation of organic materials in soils by the soil matrix is a function of the chemical nature of the soil mineral fraction and the presence of multivalent cations, the presence of mineral surfaces capable of adsorbing organic materials, and the architecture of the soil matrix. The degree and amount of protection oered by each mechanism depends on the chemical and physical properties of the mineral matrix and the morphology and chemical structure of the organic matter. Each mineral matrix will have a unique and ®nite capacity to stabilise organic matter. Quantifying the protective capacity of a soil requires a careful consideration of all mechanisms of protection and the implications of experimental procedures. # 2000 Elsevier Science Ltd. All rights reserved. Keywords: Soil organic matter; Soil mineralogy; Soil texture; Biological oxidation 1. Introduction debris. In addition, the chemical structure of each com- ponent biomolecule, whether simple or complex, can Numerous de®nitions of what is and what is not soil vary along a continuum of decomposition.