Glossary of Mining Terminology
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Petrographic and Vitrinite Reflectance Analyses of a Suite of High Volatile Bituminous Coal Samples from the United States and Venezuela
Petrographic and vitrinite reflectance analyses of a suite of high volatile bituminous coal samples from the United States and Venezuela Open-File Report 2008-1230 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior Dirk A. Kempthorne, Secretary U.S. Geological Survey Mark D. Myers, Director U.S. Geological Survey, Reston, Virginia 2008 For product and ordering information: World Wide Web: http://www.usgs.gov/pubprod Telephone: 1-888-ASK-USGS For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment: World Wide Web: http://www.usgs.gov Telephone: 1-888-ASK-USGS Suggested citation: Hackley, P.C., Kolak, J.J., 2008, Petrographic and vitrinite reflectance analyses of a suite of high volatile bituminous coal samples from the United States and Venezuela: U.S. Geological Survey Open-File Report 2008-1230, 36 p., http://pubs.usgs.gov/of/2008/1230. Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this report is in the public domain, permission must be secured from the individual copyright owners to reproduce any copyrighted material contained within this report. ii Contents Introduction ........................................................................................................................................................................1 Methods ..............................................................................................................................................................................1 -
LHC 02570-1 SECTION 02570 MANHOLE CONSTRUCTION PART 1 – GENERAL 1.1 Description A. Description of the Work the Work to Be Perf
SECTION 02570 MANHOLE CONSTRUCTION PART 1 – GENERAL 1.1 Description A. Description of the Work The work to be performed in accordance with this section includes precast or cast in place concrete manhole construction for sewer and storm drain collection systems. The work shall include the furnishing of all labor, tools, equipment, materials and performing all required operations to provide a complete item in accordance with the project plans and these specifications. B. Related Work Specified Elsewhere Trench Excavation and Backfill..........................Section 02300 Sewer Line Construction...................................Section 02560 Storm Drain Construction..................................Section 02500 1.2 Quality Assurance A. Reference Test Standards and Specifications ASTM A48, Specifications for Grey Iron Castings ASTM C478, Specification for Precast Reinforced Concrete Manhole Sections ASTM C1107, Specification for Packaged Dry, Hydraulic-Cement Grout, Nonshrink ASTM D4101, Specification for Propylene Plastic Injection and Extrusion Materials AWWA C210, Standard for Liquid Epoxy Coating Systems for the Interior and Exterior of Steel Water Pipelines LHC 02570-1 B. Leakage Test Test all manholes installed under this contract using the vacuum method described below. Provide all equipment necessary to perform the test. Coordinate test schedule with the OWNER. Test will not be accepted unless witnessed by the OWNER. 1. Test each manhole immediately after assembly and prior to backfilling. 2. Plug all lift holes with an approved non-shrink grout. 3. Plug all pipes entering the manhole, taking care to securely brace the plug from being drawn into the manhole. 4. Place the test head inside of the top of the cone section and inflate seal in accordance with the manufacturers recommendations. -
On the Fundamental Difference Between Coal Rank and Coal Type
International Journal of Coal Geology 118 (2013) 58–87 Contents lists available at ScienceDirect International Journal of Coal Geology journal homepage: www.elsevier.com/locate/ijcoalgeo Review article On the fundamental difference between coal rank and coal type Jennifer M.K. O'Keefe a,⁎, Achim Bechtel b,KimonChristanisc, Shifeng Dai d, William A. DiMichele e, Cortland F. Eble f,JoanS.Esterleg, Maria Mastalerz h,AnneL.Raymondi, Bruno V. Valentim j,NicolaJ.Wagnerk, Colin R. Ward l, James C. Hower m a Department of Earth and Space Sciences, Morehead State University, Morehead, KY 40351, USA b Department of Applied Geosciences and Geophysics, Montan Universität, Leoben, Austria c Department of Geology, University of Patras, 265.04 Rio-Patras, Greece d State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology, Beijing 100083, China e Department of Paleobiology, Smithsonian Institution, Washington, DC 20013-7012, USA f Kentucky Geological Survey, University of Kentucky, Lexington, KY 40506, USA g School of Earth Sciences, The University of Queensland, QLD 4072, Australia h Indiana Geological Survey, Indiana University, 611 North Walnut Grove, Bloomington, IN 47405-2208, USA i Department of Geology and Geophysics, College Station, TX 77843, USA j Department of Geosciences, Environment and Spatial Planning, Faculty of Sciences, University of Porto and Geology Centre of the University of Porto, Rua Campo Alegre 687, 4169-007 Porto, Portugal k School Chemical & Metallurgical Engineering, University of Witwatersrand, 2050, WITS, South Africa l School of Biological, Earth and Environmental Sciences, University of New South Wales, Sydney, Australia m University of Kentucky, Center for Applied Energy Research, 2540 Research Park Drive, Lexington, KY 40511, USA article info abstract Article history: This article addresses the fundamental difference between coal rank and coal type. -
Infiltration Trench & Soakaway
An Infiltration Trench System includes an inlet pipe or water source, catch basin sump, perforated DESIGN PRINCIPLES distribution pipe, infiltration trench and overflow to the storm drainage system. ■ Infiltration Trench System: A Soakaway Manhole (Sump, or Dry Well) System includes an inlet pipe, a sedimentation manhole, and one or more infiltration shafts with connecting pipes. Use of Infiltration Shaft will be limited by hydro- a) Locate infiltration trench at least 3m geotechnical conditions in much of GVRD. from any building, 1.5m from Limitations of Infiltration Trench or Soakaway Manholes: property lines, and 6m from adjacent a) To avoid groundwater pollution, do not direct un-treated polluted runoff to Infiltration Trench or Shaft: infiltration facilities (or as recommended by a geotechnical ▪ Direct clean runoff (roof, non-automobile paving) to Infiltration Trench or Shaft. engineer). ▪ For polluted runoff (roads > 1000 vehicles / day, parking areas, other pollution sources), provide upstream source control for pollutant reduction prior to release to Infiltration Trench or Shaft. b) Sump: Provide a lid for periodic b) Use infiltration trench or shaft only in areas with footing drains. inspection and cleanout. Include a 1. Grass or Other Planting T-inlet pipe to trap oils, sediments 2. Finish Grade and debris. 3. Growing Medium Backfill 4. 100mm Dia PVC DR28 Perforated 19 c) Infiltration Trench: installation of Pipe distribution pipe and bottom of 5. Light Non-woven Polyester drainrock to be level. If more than Geotextile c/w Min. 400mm Laps one section of infiltration trench is 9 1 required, design so that underground 6. 50mm Drain Rock or Rock of water is temporarily ‘ponded’ in each Equal Porosity infiltration section. -
The Bedford Cannel Coal Creators: Orton, Edward, 18
The Knowledge Bank at The Ohio State University Ohio Mining Journal Title: The Bedford Cannel Coal Creators: Orton, Edward, 1863-1932 Issue Date: 15-Feb-1884 Citation: Ohio Mining Journal, vol. 2, no. 2 (February 15, 1884), 80-87. URI: http://hdl.handle.net/1811/32335 Appears in Collections: Ohio Mining Journal: Volume 2, no. 2 (February 15, 1884) SO '. THE OHIO MINING JOURNAL. THE BEDFORD C ANN EL COAL. HY EDWARD ORTON, JR. In the hills of southern Jefferson and northern Bedford town- ships, Coshocton County, Ohio, is found a coal vein, to the struc- ture and possible economic importance of which I wish to call attention. It is most widely known as the Bedford Cannel, the largest tracts of it being found in Bedford Township. Though there are, in nearly all the coal-bearing counties of the State, small local deposits of cannel coal, yet only six places assume sufficient importance to be called cannel producing dis- tricts. Five of these are located respectively at Flint Ridge, Lick- ing County; Millersburg, Holmes County; Sand Run, Hocking County, Milton Township, Jackson County, and in Eastern Colum- biana County. The first two deposits are of very small impor- tance; the Darlington Cannel, of Columbiana County, is so inferior to that just over the Pennsylvania line that it assumes no impor- tance as yet, and the developments at Sand Run and Jackson County are of about equal and growing importance. The sixth and last deposit, the Bedford Cannel is the largest, and, probably, the best body of cannel in Ohio; but its remoteness from railroad travel has prevented its reputation or use from extending far. -
July 16, 2021 Obstruction Notice
CITY OF SPOKANE OBSTRUCTION NOTICE For more information contact Jessica Fisher 509.625.6749; [email protected] July 16 – 23, 2021 Some construction projects have been suspended due to the pandemic and others are on different schedules. Please be prepared for changes in street obstructions. For details on projects throughout Spokane County, visit www.srtc.org. Don’t compete. Share the street. Visit StickmanKnows.org for rules of the road and safety tips. Projects highlighted in RED have notable changes this week. Construction is tentative and subject to change at any time. CONSTRUCTION PROJECTS ARTERIAL CHIP SEAL – ECONOMIC RECOVERY PROJECT Crews are starting work on the arterial chip seal project. Locations include: o Freya Street between Wellesley Avenue and Upriver Drive will have single lane closures on Friday, July 16 and Monday, July 19. Flaggers will be onsite. o Freya Street between 37th Avenue and Palouse Highway will have single lane closures on Monday, July 19 and Wednesday, July 21 through Friday, July 23. Flaggers will be onsite. o Southeast Boulevard between Perry Street and 29th Avenue will have single lane closures on Friday, July 16, and Monday, July 19 through Friday, July 23. Flaggers will be onsite. This project will apply chip seal to preserve pavement life. This is a $500,000 project. CENTENNIAL TRAIL – SUMMIT GAP – BOONE TO PETTET Work on this project spans from Boone Avenue to Pettet Drive on Summit Boulevard, Mission Avenue, and West Point Road. Mission Avenue is closed from Cochran Street to West Point Drive for a water main installation. This project will complete an unfinished section of the Centennial Trail in the West Central Neighborhood. -
Aquincumi Füzetek 13 (2007)
AQUINCUM A BTM Aquincumi Múzeumának ásatásai és leletmentései 2006-ban Excavations and rescue work at the Aquincum Museum in 2006 Budapest, 2007 Szerkesztő: Edited by: Zsidi Paula, Vámos Péter Paula Zsidi, Péter Vámos Fordítás: Translation by: Simán Katalin, Alice M. Choyke Katalin Simán, Alice M. Choyke Technikai szerkesztő: Technical assistance by: Kolozsvári Krisztián Krisztián Kolozsvári A külső borítón elöl: Front cover: Sír feltárása a volt Óbudai Gázgyár Excavation of a grave in the territory of területén (Budapest, III. ker., Záhony the former Óbuda Gas Factory (Budapest utca 7., Graphisoft Park) III, 7 Záhony Street, Graphisoft Park) A külső borítón hátul: Back cover: Kora császárkori sírkertek feltárása az Excavation of Early Imperial Period M6-os autópálya Érd és Nagytétény graveyards on the route of M6 highway közti szakaszán (Budapest, XXII. ker., between Érd and Nagytétény (Budapest Nagytétény) XXII, Nagytétény) A belső borítón: Inside cover: A 2006-ban végzett megelőző Locations of larger investment led feltárások helyszínei excavations in 2006 Budapesti Történeti Múzeum, 2007 Felelős kiadó: Dr. Bodó Sándor főigazgató Budapest Historical Museum, 2007 Editor-in-chief: Dr. Sándor Bodó, Director A BTM Aquincumi Múzeumának ásatásai és leletmentései 2006-ban Excavations and rescue work at the Aquincum Museum in 2006 Budapesti Történeti Múzeum Aquincumi Múzeum Aquincumi füzetek 13. szám ISSN 1219-9419 (Aquincumi füzetek) ISSN 1219-9427 (Aquincum) Tartalom Contents Régészeti feltárások Budapest területén Archaeological excavations in the territory 2006-ban . 8 of Budapest in 2006 . 8 A 2006-ban végzett nagyobb megelőző Sites of the larger investment-led feltárások helyszínei . 10 excavations conducted in 2006 . 10 Korarómai településrészlet és római The excavation of part of an early temető feltárása Budaújlakon Roman settlement and Roman cemetery (Anderkó Krisztián – R. -
Section 02308 Tunnel Shafts Note to Specifier: This
THE CITY OF GALVESTON TUNNEL SHAFTS SECTION 02308 TUNNEL SHAFTS NOTE TO SPECIFIER: THIS SPECIFICATION IS INCLUDED FOR REFERENCE BUT SHALL BE THOROUGHLY REVIEWED FOR APPLICABILITY AND REVISED AS NECESSARY FOR PROJECT SPECIFIC REQUIREMENTS. PART 1 G E N E R A L 1.01 SECTION INCLUDES A. Construction, maintenance, and backfilling requirements of tunnel shafts. 1.02 UNIT PRICE A. Tunnel shafts, both those shown on Drawings and those needed for Contractor's access, are bid as a lump sum for all shafts, collectively. Prior to construction, the Contractor shall provide a schedule of values as specified in Section 01292 - Schedule of Values. Itemize the cost by station for each shaft designated on the Drawings and additionally required for construction operations. Seventy-five percent of the itemized amount will be submitted on a pay estimate upon shaft installation; twenty-five percent will be submitted on a pay estimate upon backfill and site restoration (including topsoil, sodding and hydromulching). Payment will include excavation, disposal of excavated materials, ground support systems, backfilling, and cleanup. Manholes constructed in tunnel shafts are to be paid separately at the contract unit price as specified in Section 02601 - Precast Concrete Manholes or 02600 - Cast in Place Manholes. B. Removal and replacement of surface improvements necessary for shaft construction, such as sidewalks, asphaltic and concrete pavement, base and subbase, curbs, curb and gutter, driveways, topsoil, sodding and hydromulch shall be included in the lump sum for shafts. C. Relocation of Owner’s utilities shall be paid for at the contract unit price, only when included in the bid proposal. -
Petrology, Rock-Eval and Facies Analyses of the Mcleod Coal Seam and Associated Beds, Pictou Coalfield, Nova Scotia, Canada
ATLANTIC GEOLOGY 81 Petrology, Rock-Eval and facies analyses of the McLeod coal seam and associated beds, Pictou Coalfield, Nova Scotia, Canada J. Paul Geologisches Institut der Universitat Koln, Ziilpicherstr. 49 5 Koln 1, Germany W. Kalkreuth Institute of Sedimentary and Petroleum Geology, Geological Survey of Canada 3303-33rd Street N.W., Calgary, Alberta T2L 2A7, Canada R. Naylor and W. Smith Nova Scotia Department of Mines and Energy, 1701 Hollis Street Halifax, Nova Scotia B3J 2X1, Canada Date Received May 25,1988 Date Accepted December 15,1988 Coals, cannel coals and oil shales of the McLeod sequence from two boreholes in the Pictou Coalfield, Nova Scotia were analysed using methods of organic petrology and organic geochemistry. Petrographic composition was determined by maceral and microlithotype analyses. Within the McLeod coal seam, varying amounts o f alginite, vitrinite, inertinite, and mineral matter indicate significant changes in the environment of deposition. High amounts of lamalginite and minerals, i.e., clay minerals and pyrite at the base and top of the seam indicate a limnic depositional environment, whereas much dryer conditions are indicated for the middle portion of the seam by better tissue preservation, typical for a wet forest type of swamp. This is confirmed also by results from microlithotype analyses. In the oil shales the predominant maceral is alginite. Coals, cannel coals and oil shales vary significantly in TOC values and hydrocarbon potentials. Parameters such as hydrogen and oxygen indices and hydrocarbon potentials are in good agreement with results from petrographic analyses. Methods o f organic petrology and organic geochemistry define distinct types of organic matter in coals, cannel coals and oil shales which can be related to facies changes and environments of deposition. -
Perspectives on Iowa Coal Richard N
Energy and Mineral Resources Research Institute Reports 6-1976 Perspectives on Iowa Coal Richard N. Stolp Frederick P. Deluca Follow this and additional works at: https://lib.dr.iastate.edu/emrri_reports Part of the Oil, Gas, and Energy Commons Recommended Citation Stolp, Richard N. and Deluca, Frederick P., "Perspectives on Iowa Coal" (1976). Energy and Mineral Resources Research Institute Reports. 1. https://lib.dr.iastate.edu/emrri_reports/1 This Book is brought to you for free and open access by Iowa State University Digital Repository. It has been accepted for inclusion in Energy and Mineral Resources Research Institute Reports by an authorized administrator of Iowa State University Digital Repository. For more information, please contact [email protected]. ~ ./ ';, . / ) / / I · ~ \ . .' ''<""' . ',~ r~ n stolp PERSPECTIVES ON IOWA COAL R.N. Stolp and F.P.DeLuca June 1976 ENERGY AND MINERAL RESOURCES RESEARCH INSTITUTE R. S. Hansen, Director Iowa State University Ames, Iowa 50011 Preface This report was prepared as an account of work sponsored by the Iowa Coal Project and conducted in the Energy and Mineral Resources Research Institute at Iowa State University. Financial support for the research was provided by an appropriation from the Iowa Legislature in June 1974. Additional copies of this report may be purchased from: National Technical Information Service U.S. Department of Commerce P. 0. Box 1553 Springfield, VA 22161 Price: Microfiche $2.25 Printed copy $4.50 Acknowledgement The authors gratefully acknowledge the help and cooperation of many in dividuals who contributed to the development of this manual. Although ade quate acknowledgement cannot be made to all who participated, we do wish to mention those who made special contributions. -
STORM DRAINAGE B-2A Directional Vaned Grate
TABLE OF CONTENTS CITY OF SPOKANE STANDARD PLANS B-101B = Revised Standard Plan ***W-108A = New Standard Plan Plan No. Plan Title Current Plan Date SECT B: STORM DRAINAGE B-2A Directional Vaned Grate .......................................................................................... 5/07 B-2B Bi-Directional Vaned Grate ..................................................................................... 5/07 B-2C Grate Guard ............................................................................................................ 5/07 B-3A Frame and Grate for CB – Type 1........................................................................... 4/13 B-3B Frame and Grate for CB – Type 3........................................................................... 4/13 B-3C Frame and Grate for Inlet – Type 3 ......................................................................... 4/13 B-15A Proper Method for Determining Ground Water Height ............................................ 2/86 B-18C Utility Trench Backfill – Pipe Zone .......................................................................... 2/17 B-18D Utility Trench Backfill – Above Pipe Zone................................................................ 4/12 B-18E Utility Trench Backfill – Requirements using CDF ................................................... 1/17 B-19 Cut-Off Wall ............................................................................................................ 1/17 B-101B Catch Basin – Type 0 ............................................................................................. -
CLASSIFICATION of COAL Numerous System of Coal Classification Has Been Proposed by Different Authors Since the Later Part of the 19Th Century
CLASSIFICATION OF COAL Numerous system of coal classification has been proposed by different authors since the later part of the 19th century. Most of the classifications are based on the physical, chemical and technical properties of the coals. Physical Properties The physical properties of the coals classify them into two major categories: humic and sapropelic. Humic coals are banded and made up mainly of microscopic plant debris. They consist of 4 lithotypes, which are megascopically recognized bands in coal – Vitrain, Clarain, Durain and Fusain. Sapropelic coals are non-banded, composed mainly of microscopic plant debris, spores, pollens, algae and most commonly shows conchoidal fracture. Sapropelic coals are further divided into cannel coal, boghead coal and transition between the two- cannel-boghead coal and boghead-cannel coal. Cannel coals are rich in spores while boghead coal are rich in algae. When algae is more in comparison with spores the coal is termed as cannel-boghead coal, whereas when spores are more than algae it is termed as boghead-cannel coal. Cannel and boghead coals, heavily contaminated with clay minerals, and silica, are called cannel shale and boghead shale. These shales are darker in colour, brighter in lustre and have higher density than coals. Cannel coals, often found to contain siderite, are called cannel coal ironstones. The humic and sapropelic coals which are contaminated with clay minerals, mica and quartz are called carbonaceous shale. These black in colour, dull, hard and compact, these are heavier than coal. In most cases, which consist of carboargillite (20-60% by volume of clay minerals, mica and quartz), may contain carbosilicate and carbopyrite.