An Introduction to SOILS of PENNSYLVANIA—
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Global Hydrogeology Maps (GLHYMPS) of Permeability and Porosity
UVicSPACE: Research & Learning Repository _____________________________________________________________ Faculty of Engineering Faculty Publications _____________________________________________________________ A glimpse beneath earth’s surface: Global HYdrogeology MaPS (GLHYMPS) of permeability and porosity Tom Gleeson, Nils Moosdorf, Jens Hartmann, and L. P. H. van Beek June 2014 AGU Journal Content—Unlocked All AGU journal articles published from 1997 to 24 months ago are now freely available without a subscription to anyone online, anywhere. New content becomes open after 24 months after the issue date. Articles initially published in our open access journals, or in any of our journals with an open access option, are available immediately. © 2017 American Geophysical Unionhttp://publications.agu.org/open- access/ This article was originally published at: http://dx.doi.org/10.1002/2014GL059856 Citation for this paper: Gleeson, T., et al. (2014), A glimpse beneath earth’s surface: Global HYdrogeology MaPS (GLHYMPS) of permeability and porosity, Geophysical Research Letters, 41, 3891–3898, doi:10.1002/2014GL059856 PUBLICATIONS Geophysical Research Letters RESEARCH LETTER A glimpse beneath earth’s surface: GLobal 10.1002/2014GL059856 HYdrogeology MaPS (GLHYMPS) Key Points: of permeability and porosity • Mean global permeability is consistent with previous estimates of shallow crust Tom Gleeson1, Nils Moosdorf 2, Jens Hartmann2, and L. P. H. van Beek3 • The spatially-distributed mean porosity of the globe is 14% 1Department of Civil Engineering, McGill University, Montreal, Quebec, Canada, 2Institute for Geology, Center for Earth • Maps will enable groundwater in land 3 surface, hydrologic and climate models System Research and Sustainability, University of Hamburg, Hamburg, Germany, Department of Physical Geography, Faculty of Geosciences, Utrecht University, Utrecht, Netherlands Correspondence to: Abstract The lack of robust, spatially distributed subsurface data is the key obstacle limiting the T. -
Port Silt Loam Oklahoma State Soil
PORT SILT LOAM Oklahoma State Soil SOIL SCIENCE SOCIETY OF AMERICA Introduction Many states have a designated state bird, flower, fish, tree, rock, etc. And, many states also have a state soil – one that has significance or is important to the state. The Port Silt Loam is the official state soil of Oklahoma. Let’s explore how the Port Silt Loam is important to Oklahoma. History Soils are often named after an early pioneer, town, county, community or stream in the vicinity where they are first found. The name “Port” comes from the small com- munity of Port located in Washita County, Oklahoma. The name “silt loam” is the texture of the topsoil. This texture consists mostly of silt size particles (.05 to .002 mm), and when the moist soil is rubbed between the thumb and forefinger, it is loamy to the feel, thus the term silt loam. In 1987, recognizing the importance of soil as a resource, the Governor and Oklahoma Legislature selected Port Silt Loam as the of- ficial State Soil of Oklahoma. What is Port Silt Loam Soil? Every soil can be separated into three separate size fractions called sand, silt, and clay, which makes up the soil texture. They are present in all soils in different propor- tions and say a lot about the character of the soil. Port Silt Loam has a silt loam tex- ture and is usually reddish in color, varying from dark brown to dark reddish brown. The color is derived from upland soil materials weathered from reddish sandstones, siltstones, and shales of the Permian Geologic Era. -
Exploring the Portrayal of Stuttering in It (2017)
POSTS AND G-G-GHOSTS: EXPLORING THE PORTRAYAL OF STUTTERING IN IT (2017) A Thesis submitted to the Faculty of the Graduate School of Arts and Sciences of Georgetown University in partial fulfillment of the requirements for the degree of Master of Arts in Communication, Culture, and Technology By Mary-Cecile Gayoso, B. A Washington, D.C. April 13, 2018 Copyright 2018 by Mary-Cecile Gayoso All Rights Reserved ii Dedication The research and writing of this thesis is dedicated to my parents and the name they gave me MY PARENTS, for always listening, for loving me and all my imperfections, and for encouraging me to speak my mind always MY NAME, for being simultaneously the bane and joy of my existence, and for connecting me to my Mamaw and to the Grandfather I never knew Thank you, I love you, Mary-Cecile iii Acknowledgements “One of the hardest things in life is having words in your heart that you can't utter.” - James Earl Jones This thesis would not have been possible without those that are part of my everyday life and those that I have not spoken to or seen in years. To my family: Thank you for your constant support and encouragement, for letting me ramble about my thesis during many of our phone calls. To my mother, thank you for sending me links about stuttering whenever you happened upon a news article or story. To my father, thank you for introducing me to M*A*S*H as a kid and to one of the most positive representations of stuttering in media I’ve seen. -
International Society for Soil Mechanics and Geotechnical Engineering
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. Interaction between structures and compressible subsoils considered in light of soil mechanics and structural mechanics Etude de l’interaction sol- structures à la lumière de la mécanique des sols et de la mécanique des stuctures Ulitsky V.M. State Transport University, St. Petersburg, Russia Shashkin A.G., Shashkin K.G., Vasenin V.A., Lisyuk M.B. Georeconstruction Engineering Co, St. Petersburg, Russia Dashko R.E. State Mining Institute, St. Petersburg, Russia ABSTRACT: Authors developed ‘FEM Models’ software, which allows solving soil-structure interaction problems. To speed up computation time this software utilizes a new approach, which is to solve a non-linear system using a conjugate gradient method skipping intermediate solution of linear systems. The paper presents a study of the main soil-structure calculations effects and contains a basic description of the soil-structure calculation algorithm. The visco-plastic soil model and its agreement with in situ measurement results are also described in the paper. RÉSUMÉ : Les auteurs ont développé un logiciel aux éléments finis, qui permet de résoudre des problèmes d’interactions sol- structure. Pour l’accélération des temps de calcul, une nouvelle approche a été utilisée: qui consiste a résoudre un système non linéaire par la méthode des gradients conjugués, qui ne nécessite pas la solution intermédiaire des systèmes linéaires. -
Controls on Carbon Accumulation and Storage in the Mineral Subsoil Beneath Peat in Lakkasuo Mire, Central Finland
European Journal of Soil Science, June 2003, 54, 279–286 Controls on carbon accumulation and storage in the mineral subsoil beneath peat in Lakkasuo mire, central Finland J. T URUNEN &T.R.MOORE Department of Geography and the Centre for Climate and Global Change Research, McGill University, 805 Sherbrooke Street West, Montre´al, Que´bec H3A 2K6, Canada Summary What processes control the accumulation and storage of carbon (C)in the mineral subsoil beneath peat? To find out we investigated four podzolic mineral subsoil profiles from forest and beneath peat in Lakkasuo mire in central boreal Finland. The amount of C in the mineral subsoil ranged from 3.9 to 8.1 kg mÀ2 over a thickness of 70 cm and that in the organic horizons ranged from 1.8 to 144 kg mÀ2. Rates of increase of subsoil C were initially large (14 g mÀ2 yearÀ1)as the upland forest soil was paludified, but decreased to < 2gmÀ2 yearÀ1 from 150 to 3000 years. The subsoils retained extractable aluminium (Al)but lost iron (Fe)as the surrounding forest podzols were paludified beneath the peat. A stepwise, ordinary least-squares regression indicated a strong relation (R2 ¼ 0.91)between organic C concentration of 26 podzolic subsoil samples and dithionite–citrate–bicarbonate-extractable Fe (nega- tive), ammonium oxalate-extractable Al (positive) and null-point concentration of dissolved organic C (DOCnp)(positive).We examined the ability of the subsoil samples to sorb dissolved organic C from a solution derived from peat. Null-point concentration of dissolved C (DOCnp)ranged from 35 to 83 mg lÀ1, and generally decreased from the upper to the lower parts of the profiles (average E, B and À1 C horizon DOCnp concentrations of 64, 47 and 42 mg l ). -
Tracking the Research Trope in Supernatural Horror Film Franchises
City University of New York (CUNY) CUNY Academic Works All Dissertations, Theses, and Capstone Projects Dissertations, Theses, and Capstone Projects 2-2020 Legend Has It: Tracking the Research Trope in Supernatural Horror Film Franchises Deirdre M. Flood The Graduate Center, City University of New York How does access to this work benefit ou?y Let us know! More information about this work at: https://academicworks.cuny.edu/gc_etds/3574 Discover additional works at: https://academicworks.cuny.edu This work is made publicly available by the City University of New York (CUNY). Contact: [email protected] LEGEND HAS IT: TRACKING THE RESEARCH TROPE IN SUPERNATURAL HORROR FILM FRANCHISES by DEIRDRE FLOOD A master’s thesis submitted to the Graduate Faculty in Liberal Studies in partial fulfillment of the requirements for the degree of Master of Arts, The City University of New York 2020 © 2020 DEIRDRE FLOOD All Rights Reserved ii Legend Has It: Tracking the Research Trope in Supernatural Horror Film Franchises by Deirdre Flood This manuscript has been read and accepted for the Graduate Faculty in Liberal Studies in satisfaction of the thesis requirement for the degree of Master of Arts. Date Leah Anderst Thesis Advisor Date Elizabeth Macaulay-Lewis Executive Officer THE CITY UNIVERSITY OF NEW YORK iii ABSTRACT Legend Has It: Tracking the Research Trope in Supernatural Horror Film Franchises by Deirdre Flood Advisor: Leah Anderst This study will analyze how information about monsters is conveyed in three horror franchises: Poltergeist (1982-2015), A Nightmare on Elm Street (1984-2010), and The Ring (2002- 2018). My analysis centers on the changing role of libraries and research, and how this affects the ways that monsters are portrayed differently across the time periods represented in these films. -
Soil Test Handbook for Georgia
SOIL TEST HANDBOOK FOR GEORGIA Georgia Cooperative Extension College of Agricultural & Environmental Sciences The University of Georgia Athens, Georgia 30602-9105 EDITORS: David E. Kissel Director, Agricultural and Environmental Services Laboratories & Leticia Sonon Program Coordinator, Soil, Plant, & Water Laboratory TABLE OF CONTENTS INTRODUCTION .......................................................................................................................................................2 SOIL TESTING...........................................................................................................................................................4 SOIL SAMPLING .......................................................................................................................................................4 SAMPLING TOOLS ......................................................................................................................................................5 SIZE OF AREA TO SAMPLE..........................................................................................................................................5 Traditional Methods.............................................................................................................................................5 Precision Agriculture Methods.............................................................................................................................5 AREAS NOT TO SAMPLE ............................................................................................................................................5 -
Undrained Pore Pressure Development on Cohesive Soil in Triaxial Cyclic Loading
applied sciences Article Undrained Pore Pressure Development on Cohesive Soil in Triaxial Cyclic Loading Andrzej Głuchowski 1,* , Emil Soból 2 , Alojzy Szyma ´nski 2 and Wojciech Sas 1 1 Water Centre-Laboratory, Faculty of Civil and Environmental Engineering, Warsaw University of Life Sciences-SGGW, 02787 Warsaw, Poland 2 Department of Geotechnical Engineering, Faculty of Civil and Environmental Engineering, Warsaw University of Life Sciences-SGGW, 02787 Warsaw, Poland * Correspondence: [email protected]; Tel.: +48-225-935-405 Received: 5 July 2019; Accepted: 5 September 2019; Published: 12 September 2019 Abstract: Cohesive soils subjected to cyclic loading in undrained conditions respond with pore pressure generation and plastic strain accumulation. The article focus on the pore pressure development of soils tested in isotropic and anisotropic consolidation conditions. Due to the consolidation differences, soil response to cyclic loading is also different. Analysis of the cyclic triaxial test results in terms of pore pressure development produces some indication of the relevant mechanisms at the particulate level. Test results show that the greater susceptibility to accumulate the plastic strain of cohesive soil during cyclic loading is connected with the pore pressure generation pattern. The value of excess pore pressure required to soil sample failure differs as a consequence of different consolidation pressure and anisotropic stress state. Effective stresses and pore pressures are the main factors that govern the soil behavior in undrained conditions. Therefore, the pore pressure generated in the first few cycles plays a key role in the accumulation of plastic strains and constitutes the major amount of excess pore water pressure. Soil samples consolidated in the anisotropic and isotropic stress state behave differently responding differently to cyclic loading. -
Melbourne It Announces Agreement with Yahoo! Melbourne IT Selected to Provide Domain Registration Services for Yahoo! Melbourne -- February
Melbourne It Announces Agreement With Yahoo! Melbourne IT Selected to Provide Domain Registration Services for Yahoo! Melbourne -- February. 13, 2001 -- Melbourne IT (ASX: MLB), a leading supplier of domain names and e-commerce infrastructure services to the global market, today announced an agreement with Yahoo! Inc. (Nasdaq:YHOO), a leading global Internet communications, commerce and media company. Through the agreement, Melbourne IT will provide .com, .net and .org domain names to users of Yahoo!® Domains (http://domains.yahoo.com), a service Yahoo! launched in May 2000 that allows people to search for, register and host their own domain names. "Yahoo! is synonymous with the Internet, and we believe the credibility associated with the Yahoo! brand will increase our domain name registrations and strengthen our position in the market," said Adrian Kloeden, Melbourne IT's Chief Executive Officer. "The agreement further supports Melbourne IT's strategy to become a leading worldwide provider of domain registration services and highlights our key strengths in providing domain names and related services." Also through the agreement, Melbourne IT will provide backend domain registrations for users of other Yahoo! properties, including Yahoo! Website Services (http://website.yahoo.com), Yahoo! Servers (http://servers.yahoo.com) and the Personal Address feature for Yahoo! Mail (http://mail.yahoo.com), all of which offer users a comprehensive suite of services to create and maintain a presence on the Web. "We are pleased to be working with Melbourne IT to provide Yahoo! Domains users with reliable and comprehensive domain name registration solutions," said Shannon Ledger, vice president and general manager, production, Yahoo!. -
Chorus Songs –Sp
Chorus songs –Spring 2014 I Love the Summer Warm, warm weather makes me smile, makes me happy. Love the summer. Yes, I Warm, warm weather makes me smile, makes me happy. Love the summer. Well, I really, really dig it, I dig it. I really, really dig it. Oh, I-yi love it so-woh-woh. I dig it, I dig it. I really, really dig it. I wish it would never go-woh–woh-woh. I See the Light All those days watching from the windows. All those years outside looking in. All that time never even knowing just how blind I've been. Now I'm here blinking in the starlight. Now I'm here - suddenly I see. Standing here it's oh so clear - I'm where I'm meant to be. (Refrain)And at last I see the light, and it's like the fog has lifted. And at last I see the light and it's like the sky is new. And it's warm and real and bright and the world has somehow shifted. All at once everything looks different now that I see you. All those days chasing down a daydream. All those years living in a blur. All that time never truly seeing things the way they were. Now she's here shining in the starlight. Now she's here - suddenly I know. If she's here it's crystal clear - I'm where I'm meant to go. Refrain Whacky Do Re Mi So mi la so mi, so mi la so mi Do – I make my cookies out of dough. -
Rahma Firliyan Mirza Sartika Reg. Number: A73216082
AN ANALYSIS OF LANGUAGE DISORDERS SUFFERED BY THE MAIN CHARACTER IN IT (2017) MOVIE THESIS BY: RAHMA FIRLIYAN MIRZA SARTIKA REG. NUMBER: A73216082 ENGLISH DEPARTMENT FACULTY OF ARTS AND HUMANITIES UIN SUNAN AMPEL SURABAYA 2020 iv ii iii v ABSTRACT Sartika, R. F. M. (2020). An Analysis of Language Disorders on a Stuttering Character in IT (2017) Movie. English Department, UIN Sunan Ampel Surabaya. Advisor: Raudlotul Jannah, M. App. Ling Keywords: language disorder, stuttering, associated behavior. A language disorder is a type of disorder in which the speaker is doing repetition or prolongation of speech sounds, syllables, or words. Stuttering is included in one of the types of language disorder that is an expressive language disorder. The writer researched language disorder in ―IT‖ movie that shows stuttering phenomena suffered by the main character named Bill Denbrough. There are three problems to be solved in this research, (1) what kinds of stuttering are found in the utterances produced by a stuttered boy in ―IT‖ movie, (2) what types of associated behavior experienced by Bill Denbrough found in ―IT‖ movie, (3) what causes of stuttering are suffered by Bill Denbrough in ―IT‖ movie. This study uses a descriptive qualitative approach. It is descriptive because it described the data from the utterances spoken by Bill Denbrough and his behavior when stuttering from ―IT (2017)‖ movie. Then it is qualitative because the researcher wanted to provide in-depth analysis and give the explanation more detail. The data were taken from a movie script and stuttering words produced by Bill Denbrough. The analysis continued by identifying the associated behavior experienced by Bill Denbrough and finally causes of stuttering suffered by Bill Denbrough by looking at the film and one of the quotations from novel that can support and explain causes Bill stuttering. -
The Pore Water Pressure and Settlement Characteristics of Soil Improved by Combined Vacuum and Surcharge Preloading
The Pore Water Pressure and Settlement Characteristics of Soil Improved by Combined Vacuum and Surcharge Preloading Jie Peng, Wen Guang Ji, Neng Li, Hao Ran Jin 1. Key Laboratory for Ministry of Education for Geo-mechanics and Embankment Engineering, Hohai University, Nanjing, 210098, China 2. Geotechnical Research Institute, Hohai University, Nanjing 210098, China ABSTRACT This study examines the pore water pressure and settlement characteristics of soil improved by combined vacuum and surcharge preloading based on two field tests. It discusses and compares methods of computing settlement and the degree of consolidation between combined vacuum and surcharge preloading and surcharge preloading alone as well. The non- uniform change of in the underground pore water pressure and the change in water depth indicates that the directly effective range of vacuum pumping in this paper should reach 18 m below the surface and that the range of the decline in the pore water pressure during vacuum preloading increases with decreasing depth below the surface. The groundwater table level declines during the process of vacuum preloading, and the restoration of the negative pore water pressure following unloading requires a period of time, as with the dispersion of the positive excess pore water pressure under surcharge preloading. The combination of vacuum and surcharge load can increase both the rate of the soil settlement and the total soil settlement; however, the settlement increment caused by the vacuum load will be less than that caused by the real surcharge load, and the surface settlement of combined vacuum and surcharge preloading is more uniform than that of surcharge preloading.