The Comparative Effects of Calcium Carbonate and of Calcium Silicate on the Yield of Sudan Grass Grown in a Ferruginous Latosol and a Hydrol Humic Latosol
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General Characteristics of Soil| Sample Answer
General Characteristics of Soil| sample answer Q: ‘Examine the general composition and characteristics of any one soil type that you have studied’ (2007 Q17) Latosol- A tropical zonal soil. 3 aspects will be discussed. 1. Composition: Soil is composed of a number of ingredients/components. These components can vary in portion. All soils form as result of the action of several factors. THese factors combine to influence the many processes at work in soil formation eg. Leaching and weathering. These give soil its own characteristics. Soil is composed of number of ingredients and constituents. The components of soil are mixed in different quantities to create different soil types. They are made up of mineral matter, air, water, humus, living organisms. However, climate is the single most important factor in determining what a soil will be like as climate influences vegetation, the rate of weathering and soil, forming processing in an area. The majority of soil is composed of mineral matter. Mineral matter are rock particles from the bedrock and weathered rock. The soil type varies depending on mineral matter. Unconsolidated material eg boulder clay will help form soil more rapidly than solid bedrock as it is partly weathered. Soil is also composed of organic matter. Organic matter includes decaying plants and animals which bacteria and fungi breakdown. Humus is a dark brown jelly-like substance formed from organic matter. Living organisms are also included in ‘organic matter’, earthworms, beetles, fungi, bacteria; they digest organic matter to humus and also mix and create soil. Water is another important component of soil. -
Effect of Mgo Additive on Volumetric Expansion of Self-Degradable
Effect of MgO Additive on Volumetric Expansion ofSelf-degradable Cements Prepared for The U.S. Department of Energy Energy Efficiency and Renewable Energy Geothermal Technologies Program 1000 Independence Avenue SW Washington, D.C. 20585 Prepared hy Toshifumi Sugama, John Warren, and Thomas Butcher Sustainable Energy Technologies Department Brookhaven National Laboratory Upton, NY 11973-5000 Septemher 2011 Notice: This manuscript has been authored by employee of Brookhaven Science Associates, LLC under Contract No. DE-AC02-98CH t0886 with the U.S. Department of Energy. The publisher by accepting the manuscript for publication acknowledges that the United States Government retains a non.exclusjv~ paid-up, irrevocable, world·wide license to publish or reproduce the published form of this manuscript, or allow others to do so, for the United States Government purposes. DISCLAIMER This work was prepared as an account of work sponsored by an agency of the United States Government. Neither the United States Government nor any agency thereof, nor any of their employees, nor any of their contractors, subcontractors or their employees, makes any warranty, express or implied, or assumes any legal liability or responsibility for the accuracy, completeness, or any third party’s use or the results of such use of any information, apparatus, product, or process disclosed, or represents that its use would not infringe privately owned rights. Reference herein to any specific commercial product, process, or service by trade name, trademark, manufacturer, or otherwise, does not necessarily constitute or imply its endorsement, recommendation, or favoring by the United States Government or any agency thereof or its contractors or subcontractors. -
Effects of Afforestation on Soil Structure Formation in Two Climatic Regions Of
JOURNAL OF FOREST SCIENCE, 61, 2015 (5): 225–234 doi: 10.17221/6/2015-JFS Eff ects of aff orestation on soil structure formation in two climatic regions of the Czech Republic V. Podrázský1, O. Holubík2, J. Vopravil2, T. Khel2, W.K. Moser3, H. Prknová1 1Faculty of Forestry and Wood Sciences, Czech University of Life Sciences Prague, Prague, Czech Republic 2Research Institute for Soil and Water Conservation, Department of Soil Science and Soil Conservation, Prague-Zbraslav, Czech Republic 3U.S. Department of Agriculture, Forest Service, Rocky Mountain Research Station, Flagstaff, Arizona, USA ABSTRACT: The aim of this study was to determine the effect of agricultural land afforestation on soil characteristics. Two sites in two regions of the Czech Republic were evaluated, at lower as well as higher submountain elevations: in the regions of the Orlické hory Mts. and Kostelec nad Černými lesy, afforested, arable and pasture lands were com- pared for basic chemical and physical characteristics. It was determined: pH, CEC, exchangeable nutrients, SOC, bulk density, volume density, porosity (differentiated by pore size), water conductivity and soil aggregate stability. This study demonstrated the important influence of previous land use upon soil characteristics. The characteristics of the arable horizon can persist for many years; in forests, the mineral horizons (15–30 cm) can persist within 15–30 years after afforestation. Afforestation, which caused an increase in soil porosity by decreasing reduced bulk density and increasing capillary and gravitational pores (increasing the water-holding capacity and soil air capacity), is important for maintaining the soil stability. The positive effect on infiltration and retention capacity resulted not only from the presence of a forest overstorey, but also from the presence of permanent grass cover of pasture land. -
The Conversion of Wollastonite to Caco3 Considering Its Use for CCS Application As Cementitious Material
applied sciences Article The Conversion of Wollastonite to CaCO3 Considering Its Use for CCS Application as Cementitious Material Kristoff Svensson *, Andreas Neumann, Flora Feitosa Menezes, Christof Lempp and Herbert Pöllmann Institute for Geosciences and Geography, Martin-Luther-University of Halle-Wittenberg, Von-Seckendorff-Platz 3, 06120 Halle (Saale), Germany; [email protected] (A.N.); fl[email protected] (F.F.M.); [email protected] (C.L.); [email protected] (H.P.) * Correspondence: [email protected]; Tel.: +49-345-55-26138 Received: 21 December 2017; Accepted: 8 February 2018; Published: 20 February 2018 Featured Application: Building materials and CCS. Abstract: The reaction of wollastonite (CaSiO3) with CO2 in the presence of aqueous solutions (H2O) and varied temperature conditions (296 K, 323 K, and 333 K) was investigated. The educts (CaSiO3) and the products (CaCO3 and SiO2) were analyzed by scanning electron microscopy (SEM), powder X-ray diffraction (PXRD), and differential scanning calorimetry with thermogravimetry coupled with a mass spectrometer and infrared spectrometer (DSC-TG/MS/IR). The reaction rate increased significantly at higher temperatures and seemed less dependent on applied pressure. It could be shown that under the defined conditions wollastonite can be applied as a cementitious material for sealing wells considering CCS applications, because after 24 h the degree of conversion from CaSiO3 to CaCO3 at 333 K was very high (>90%). As anticipated, the most likely application of wollastonite as a cementitious material in CCS would be for sealing the well after injection of CO2 in the reservoir. -
Ph, SOIL ACIDITY, and PLANT GROWTH 67 Numbers, the Danish Biochemist S
pH, SOIL ACIDITY, AND PLANT GROWTH 67 numbers, the Danish biochemist S. P. L. Sorenson devised a system called pH for expressing the acidity or alka- pH, Soil Acidity, linity of solutions. The pH scale goes from o to 14. At pH 7, the midpoint of the scale, there and Plant Growth are equal numbers of hydrogen and hydroxyl ions, and the solution is neu- W. H. Allaway tral. pH values below 7 indicate an acid solution, where there are more hydro- When crop plants do not grow gen ions than hydroxyl ions, with the well, one of the first questions acidity (or hydrogen ion concentra- tion) increasing as the pH values get the soil scientist usually asks smaller. is, ''What is the pH of the soil?'' pH values above 7 denote alkaline solutions, with the concentration of or, 'Is the soil acid, neutral, hydroxyl ions increasing as the pH or alkaline?'' values get larger. The pH scale is based on logarithms The reason for these questions lies in of the concentration of the hydrogen the fact that the pH, or degree of and hydroxyl ions. This means that a acidity of the soil, often is a symptom solution of pH 5 has 10 times the hy- of some disorder in the chemical con- drogen ion concentration of a solution dition of the soil as it relates to plant of pH 6. A solution of pH 4 has 10 nutrition. times more hydrogen ions than one of A measurement of soil acidity or pH 5 and 10 times 10, or 100 times, alkalinity is like a doctor's measure- the hydrogen ion concentration of a ment of a patient's temperature. -
Redalyc.STRUCTURAL QUALITY of POLYACRYLAMIDE-TREATED
Revista Brasileira de Ciência do Solo ISSN: 0100-0683 [email protected] Sociedade Brasileira de Ciência do Solo Brasil Vandeval Maranhão de Melo, Diego; Gomes de Almeida, Brivaldo; Rodrigues de Souza, Edivan; Santos Silva, Laércio; Jacomine, Paulo Klinger Tito STRUCTURAL QUALITY OF POLYACRYLAMIDE-TREATED COHESIVE SOILS IN THE COASTAL TABLELANDS OF PERNAMBUCO Revista Brasileira de Ciência do Solo, vol. 38, núm. 2, 2014, pp. 476-485 Sociedade Brasileira de Ciência do Solo Viçosa, Brasil Available in: http://www.redalyc.org/articulo.oa?id=180231134011 How to cite Complete issue Scientific Information System More information about this article Network of Scientific Journals from Latin America, the Caribbean, Spain and Portugal Journal's homepage in redalyc.org Non-profit academic project, developed under the open access initiative 476 Diego Vandeval Maranhão de Melo et al. STRUCTURAL QUALITY OF POLYACRYLAMIDE-TREATED COHESIVE SOILS IN THE COASTAL TABLELANDS OF PERNAMBUCO(1) Diego Vandeval Maranhão de Melo(2), Brivaldo Gomes de Almeida(3), Edivan Rodrigues de Souza(3), Laércio Santos Silva(4) & Paulo Klinger Tito Jacomine(5) SUMMARY Water-soluble polymers are characterized as effective flocculating agents due to their molecular features. Their application to soils with horizons with structural problems, e.g, a cohesive character, contributes to improvements in the physical quality and thus to the agricultural suitability of such soils. The purpose of this study was to evaluate the structural quality of soils with cohesive horizons of coastal tablelands in the State of Pernambuco treated with polyacrylamide (PAM) as chemical soil conditioner. To this end, three horizons (one cohesive and two non- cohesive) of a Yellow Argisol (Ultisol) were evaluated and to compare cohesive horizons, the horizon of a Yellow Latosol (Oxisol) was selected. -
Ehealth DSI [Ehdsi V2.2.2-OR] Ehealth DSI – Master Value Set
MTC eHealth DSI [eHDSI v2.2.2-OR] eHealth DSI – Master Value Set Catalogue Responsible : eHDSI Solution Provider PublishDate : Wed Nov 08 16:16:10 CET 2017 © eHealth DSI eHDSI Solution Provider v2.2.2-OR Wed Nov 08 16:16:10 CET 2017 Page 1 of 490 MTC Table of Contents epSOSActiveIngredient 4 epSOSAdministrativeGender 148 epSOSAdverseEventType 149 epSOSAllergenNoDrugs 150 epSOSBloodGroup 155 epSOSBloodPressure 156 epSOSCodeNoMedication 157 epSOSCodeProb 158 epSOSConfidentiality 159 epSOSCountry 160 epSOSDisplayLabel 167 epSOSDocumentCode 170 epSOSDoseForm 171 epSOSHealthcareProfessionalRoles 184 epSOSIllnessesandDisorders 186 epSOSLanguage 448 epSOSMedicalDevices 458 epSOSNullFavor 461 epSOSPackage 462 © eHealth DSI eHDSI Solution Provider v2.2.2-OR Wed Nov 08 16:16:10 CET 2017 Page 2 of 490 MTC epSOSPersonalRelationship 464 epSOSPregnancyInformation 466 epSOSProcedures 467 epSOSReactionAllergy 470 epSOSResolutionOutcome 472 epSOSRoleClass 473 epSOSRouteofAdministration 474 epSOSSections 477 epSOSSeverity 478 epSOSSocialHistory 479 epSOSStatusCode 480 epSOSSubstitutionCode 481 epSOSTelecomAddress 482 epSOSTimingEvent 483 epSOSUnits 484 epSOSUnknownInformation 487 epSOSVaccine 488 © eHealth DSI eHDSI Solution Provider v2.2.2-OR Wed Nov 08 16:16:10 CET 2017 Page 3 of 490 MTC epSOSActiveIngredient epSOSActiveIngredient Value Set ID 1.3.6.1.4.1.12559.11.10.1.3.1.42.24 TRANSLATIONS Code System ID Code System Version Concept Code Description (FSN) 2.16.840.1.113883.6.73 2017-01 A ALIMENTARY TRACT AND METABOLISM 2.16.840.1.113883.6.73 2017-01 -
Ep 1112960 A1
Europäisches Patentamt *EP001112960A1* (19) European Patent Office Office européen des brevets (11) EP 1 112 960 A1 (12) EUROPEAN PATENT APPLICATION published in accordance with Art. 158(3) EPC (43) Date of publication: (51) Int Cl.7: C01F 7/00, C01B 33/38, 04.07.2001 Bulletin 2001/27 C07C 51/41, C07C 53/126, C01B 25/45, C09K 5/14, (21) Application number: 00944340.9 C08K 3/18, C08K 5/098, (22) Date of filing: 07.07.2000 B01J 41/08, B01J 41/10 (86) International application number: PCT/JP00/04554 (87) International publication number: WO 01/04053 (18.01.2001 Gazette 2001/03) (84) Designated Contracting States: • Igarashi, Hiroshi AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU Mizusawa Industrial Chem., Ltd. MC NL PT SE Tokyo 103-0022 (JP) Designated Extension States: • Kondo, Masami AL LT LV MK RO SI Mizusawa Industrial Chemicals, Ltd. Tokyo 103-0022 (JP) (30) Priority: 08.07.1999 JP 19511799 • Minagawa, Madoka Mizusawa Industrial Chem., Ltd. (71) Applicant: Mizusawa Industrial Chemicals Ltd. Tokyo 103-0022 (JP) Tokyo 103-0022 (JP) • Sato, Tetsu Mizusawa Industrial Chemicals, Ltd. Tokyo 103-0022 (JP) (72) Inventors: • Sato, Teiji Mizusawa Industrial Chemicals, Ltd. • Komatsu, Yoshinobu Tokyo 103-0022 (JP) Mizusawa Industrial Chem. Ltd. Tokyo 103-0022 (JP) (74) Representative: Benson, John Everett • Ishida, Hitoshi J. A. Kemp & Co., Mizusawa Industrial Chemicals, Ltd 14 South Square, Tokyo 103-0022 (JP) Gray’s Inn London WC1R 5JJ (GB) (54) COMPOSITE POLYBASIC SALT, PROCESS FOR PRODUCING THE SAME, AND USE (57) A composite metal polybasic salt containing a trivalent metal and magnesium as metal components and having a novel crystal structure, and a method of preparing the same. -
Seção V - Gênese, Morfologia E Classificação Do Solo
EVALUATION OF MORPHOLOGICAL, PHYSICAL AND CHEMICAL CHARACTERISTICS... 573 SEÇÃO V - GÊNESE, MORFOLOGIA E CLASSIFICAÇÃO DO SOLO EVALUATION OF MORPHOLOGICAL, PHYSICAL AND CHEMICAL CHARACTERISTICS OF FERRALSOLS AND RELATED SOILS(1) E. KLAMT(2) & L. P. VAN REEUWIJK(3) SUMMARY Morphological, physical and chemical data of 58 soil profiles of Ferralsols and low activity clay Cambisols, Lixisols, Acrisols and Nitisols and of Alisols of the International Soil Reference and Information Centre (ISRIC) collection, described and sampled in eighteen different countries of tropical and subtropical regions, were selected to analyse their consistency and, or, variability and to search for properties to better describe and differentiate them. The soil profile descriptions were based on the guidelines of FAO and the FAO endorsed analytical methods of ISRIC. Frequence diagrams of the data show an asymmetric positively skewed and leptokurtic distribution for sand and silt fractions, specific surface, exchangeable bases and cation exchange capacity. Clustering soil colour hues, values and chromas rendered four distinct clusters, respectively of Rhodic, Rhodic/Xanthic (Haplic), Xanthic and Humic properties. The same technique applied to particle size distribution also originated four clusters, respectively of fine loamy, fine silty, clayey and fine clayey soils. Most of the soils analysed are acid, with low base saturation, except for Rhodic Nitisols and Rhodic Ferralsols, which present low exchangeable aluminium. Higher and variable values of this property are found in the other soil classes studied. Cation exchange capacity is also low and related to the kaolinitic and oxihydroxydic composition of the clay material. Regression analysis applied to cation exchange capacity resulted in low correlations with clay and silt content and higher with organic carbon and specific surface and clay content. -
Stabilization of Soils with Lime and Sodium Silicate Harold Bernard Ellis Iowa State University
Iowa State University Capstones, Theses and Retrospective Theses and Dissertations Dissertations 1963 Stabilization of soils with lime and sodium silicate Harold Bernard Ellis Iowa State University Follow this and additional works at: https://lib.dr.iastate.edu/rtd Part of the Civil Engineering Commons Recommended Citation Ellis, Harold Bernard, "Stabilization of soils with lime and sodium silicate " (1963). Retrospective Theses and Dissertations. 2531. https://lib.dr.iastate.edu/rtd/2531 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]. This dissertation has been 64—3867 microfilmed exactly as received ELLIS, Harold Bernard, 1917- RTAmT.T7.ATmN OF SOILS WITH LIME AND SODIUM SILICATE. Iowa State University of Science and Technology Ph.D., 1963 Engineering, civil University Microfilms, Inc., Ann Arbor, Michigan STABILIZATION OF SOILS WITH LIME AND SODIUM SILICATE by Harold Bernard Ellis A Dissertation Submitted to the Graduate Faculty in Partial Fulfillment of The Requirements for the Degree of DOCTOR OF PHILOSOPHY Major Subject: Soil Engineering Approved: Signature was redacted for privacy. Signature was redacted for privacy. Head of Major D^ tbent Signature was redacted for privacy. Iowa State University Of -
Anaesthetic Antacids: a Review of Its Pharmacological Properties and Therapeutic Efficacy
International Journal of Research in Medical Sciences Parakh RK et al. Int J Res Med Sci. 2018 Feb;6(2):383-393 www.msjonline.org pISSN 2320-6071 | eISSN 2320-6012 DOI: http://dx.doi.org/10.18203/2320-6012.ijrms20180005 Review Article Anaesthetic antacids: a review of its pharmacological properties and therapeutic efficacy Rajendra Kumar Parakh*, Neelakanth S. Patil Department of Medicine, SDM College of Medical Sciences and Hospital, Sattur, Dharwad, Karnataka, India Received: 13 December 2017 Accepted: 27 December 2017 *Correspondence: Dr. Rajendra Kumar Parakh, E-mail: [email protected] Copyright: © the author(s), publisher and licensee Medip Academy. This is an open-access article distributed under the terms of the Creative Commons Attribution Non-Commercial License, which permits unrestricted non-commercial use, distribution, and reproduction in any medium, provided the original work is properly cited. ABSTRACT Anaesthetic antacids, combination of antacids (Aluminium hydroxide, Magnesium hydroxide) with an anaesthetic (oxethazaine), is becoming a choice of physicians and is re-emerging across all types of GI disorders (esophagitis, peptic ulcer, duodenal ulcer, heartburn, gastritis, functional dyspepsia), despite the discovery of potent and efficacious acid suppressants like H2 receptor blockers and proton pump inhibitors (PPIs). The reason being that anaesthetic antacids increase the gastric pH and provide relief from pain for a longer period of duration at considerably a lower dosage. Furthermore, it significantly increases the duration between the time of medication and the peak pH as compared to antacid alone. Oxethazaine, an anaesthetic component, produces a reversible loss of sensation and provides a prompt and prolonged relief of pain, thereby broadening the therapeutic spectrum of antacids. -
MATERIAL SAFETY DATA SHEET Thermo-12® Gold Calcium Silicate Insulation
MATERIAL SAFETY DATA SHEET Thermo-12® Gold Calcium Silicate Insulation For Chemical Emergency, Spill, Leak, Fire, Exposure or Accident, CALL INFOTRAC – Day or Night 1-800-535-5053 Outside the United States call collect 1-352-323-3500 1. CHEMICAL PRODUCT AND COMPANY IDENTIFICATION Product Names: Thermo-12® Gold Calcium Silicate Insulation MPT Calcium Silicate Mitered Fittings Company ID: Industrial Insulation Group, LLC 2100 Line Street Brunswick, GA 31520 Phone: USA Emergency Phone Number: INFOTRAC (24-hr/7 days): 1-800-535-5053 Outside the United States call collect +1-352-323-3500 For Medical Emergency - Call 1-800-535-5053 Date: 2 Nov 2011 Supersedes: 7 Nov 2008 MSDS ID: 20501 Revision 1.0.7 2. COMPOSITION INFORMATION ON INGREDIENTS Component CAS # EINECS # OSHA PEL/ ACGIH TLV/ % TWA (mg/m3) TWA (mg/m3) Synthetic calcium silicate 1344-95-2 215-710-8 15 10 > 86 Sodium silicate 1344-09-8 239-981-7 15 10 0-6 Cellulose fiber 9004-34-6 232-674-9 15 10 0-4 Synthetic cellulose fiber 61788-77-0 270-493-7 15 10 0-4 Iron-Based Color 51274-00-1 215-176-6 15 10 0-1 See Section 8 for Personal Protection (PPE). 3. HAZARDS IDENTIFICATION Irritant Emergency Overview: Appearance: Yellow semi-circle or block insulation with coloring throughout to show that product is asbestos free. Odor: Odorless. Warning Statements: This product presents no unusual hazards during normal use. However, cutting, sawing or abrading may increase personal exposure from particulates. Prolonged exposure may cause dermatitis. Eye irritation may be possible from extended exposure.