Properties and Classification of the Paha Loess-Derived Soils in Northeastern Iowa" (1951)
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Landform Regions of Iowa — 2000
LANDFORM REGIONS OF IOWA LANDFORM REGIONS2000 OF IOWA — 2000 0 20 40 60 miles 0 20 40 60 miles 0 40 80 kilometers 0 40 80 kilometers 327 Trowbridge Hall Iowa Department of NaturalIowa City, Resources Iowa 52242-1319 Geological Survey Bureau 109 Trowbridge Hallwww.iowageologicalsurvey.org Iowa City, Iowa 52242-1319 319-335-1575 Hydroscience & Engineering www.igsb.uiowa.edu Printed on recycled paper A landscape is a collection of shapes or landforms. LANDFORM REGIONS In Iowa, these shapes are composed of earth materials OF IOWA derived from glacial, wind, river, and marine environments of the geologic past. This map is a guide to seeing the state’s remarkably diverse landscapes and www.iowageologicalsurvey.org landform features. 319-335-1575 The Des Moines Lobe Southern Iowa Drift Plain Paleozoic Plateau The last glacier to enter Iowa advanced in a series of surges This region is dominated by glacial deposits left by ice Narrow valleys deeply carved into sedimentary rock beginning just 15,000 years ago and reached its southern sheets that extended south into Missouri over 500,000 of Paleozoic age and a near-absence of glacial deposits limit, the site of modern-day Des Moines, 14,000 years years ago. The deposits were carved by deepening define this scenic region. Fossil-bearing strata originated ago. By 12,000 years ago, the ice sheet was gone, leaving episodes of stream erosion so that only a horizon line as sediment on tropical sea floors between 300 and 550 behind a poorly drained landscape of pebbly deposits of hill summits marks the once-continuous glacial plain. -
World Reference Base for Soil Resources 2014 International Soil Classification System for Naming Soils and Creating Legends for Soil Maps
ISSN 0532-0488 WORLD SOIL RESOURCES REPORTS 106 World reference base for soil resources 2014 International soil classification system for naming soils and creating legends for soil maps Update 2015 Cover photographs (left to right): Ekranic Technosol – Austria (©Erika Michéli) Reductaquic Cryosol – Russia (©Maria Gerasimova) Ferralic Nitisol – Australia (©Ben Harms) Pellic Vertisol – Bulgaria (©Erika Michéli) Albic Podzol – Czech Republic (©Erika Michéli) Hypercalcic Kastanozem – Mexico (©Carlos Cruz Gaistardo) Stagnic Luvisol – South Africa (©Márta Fuchs) Copies of FAO publications can be requested from: SALES AND MARKETING GROUP Information Division Food and Agriculture Organization of the United Nations Viale delle Terme di Caracalla 00100 Rome, Italy E-mail: [email protected] Fax: (+39) 06 57053360 Web site: http://www.fao.org WORLD SOIL World reference base RESOURCES REPORTS for soil resources 2014 106 International soil classification system for naming soils and creating legends for soil maps Update 2015 FOOD AND AGRICULTURE ORGANIZATION OF THE UNITED NATIONS Rome, 2015 The designations employed and the presentation of material in this information product do not imply the expression of any opinion whatsoever on the part of the Food and Agriculture Organization of the United Nations (FAO) concerning the legal or development status of any country, territory, city or area or of its authorities, or concerning the delimitation of its frontiers or boundaries. The mention of specific companies or products of manufacturers, whether or not these have been patented, does not imply that these have been endorsed or recommended by FAO in preference to others of a similar nature that are not mentioned. The views expressed in this information product are those of the author(s) and do not necessarily reflect the views or policies of FAO. -
Soil Stratification Using the Dual- Pore-Pressure Piezocone Test
68 TRANSPORTATION RESEARCH RECORD 1235 Soil Stratification Using the Dual Pore-Pressure Piezocone Test ILAN JURAN AND MEHMET T. TUMAY Among in situ testing techniques presently used in soil stratification urated soil to dilate or contract during shearing. The pore and identification, the electric quasistatic cone penetration test water pressures measured at the cone tip and the shaft imme (QCPT) is recognized as a reliable, simple, fast, and economical diately behind the cone tip were found to be highly dependent test. Installation of pressure transducers inside cone penetrometers upon the stress history, sensitivity, and stiffness-to-strength to measure pore pressures generated during a sounding has added ratio of the soil. Therefore, several charts dealing with soil a new dimension to QCPT-the piezocone penetration test (PCPT). classification and stress history [i.e., overconsolidation ratio In this paper, some of the major design, testing, de-airing, and interpretive problems with regard to a new piezocone penetro· (OCR)] have been developed using the point resistance and meter with dual pore pressure measurement (DPCPT) are addressed. the excess pore water pressures measured immediare/y behind Results of field investigations indicate that DPCPT provides an the tip (18-20) and at the cone tip (6,16), respectively. enhanced capability of identifying and classirying minute loose or Interpretation of excess pore water pressures (ilu = u, - dense sand inclusions in low-permeability clay deposits. u0 , where u0 is hydrostatic water pressure) measured in sandy soils, and their use in soil classification, are more complex The construction of highway embankments and reclamation because the magnitude of these pore water pressures is highly projects in deltaic zones often requires continuous soil pro dependent upon the ratio of the penetration rate to hydraulic filing to establish the stratification of heterogeneous soil conductivity of the soil. -
An Evaluation of Ground Penetrating Radar for Investigation of Palsa Evolution, Macmillan Pass, Northwest Territories
University of Alberta An Evaluation of Ground Penetrating Radar for Investigation of Palsa Evolution, Macmillan Pass, Northwest Territories Celesa L y ra Ho rva t h . ....J.' A thesis submitted to the Faculty of Graduate Studies and Research in partial fùlfillment of the requirements for the degree of Master of Science Department of Earth and Atmospheric Sciences Edmonton, Alberta Spring 1998 National Library Bibliothèque nationale ($1 of Canada du Canada Acquisitions and Acquisitions et Bibliographie Seivices seivices bibliographiques 395 Wellington Street 395, rue Wellington Ottawa ON KIA ON4 Ottawa ON KIA ON4 Canada Canada Your h& Votre reierenccl Our liC Notre mitirence The author has granted a non- L'auteur a accordé une licence non exclusive licence allowing the exclusive permettant a la National Library of Canada to Bibliothèque nationale du Canada de reproduce, loan, distribute or sel1 reproduire, prêter, distribuer ou copies of ths thesis in microform, vendre des copies de cette thèse sous paper or electronic formats. la fonne de microfiche/film, de reproduction sur papier ou sur format électronique. The author retains ownership of the L'auteur conserve la propriété du copyright in ths thesis. Neither the droit d'auteur qui protège cette thèse. thesis nor substantial extracts fkom it Ni la thèse ni des extraits substantiels may be printed or otherwise de celle-ci ne doivent être imprimés reproduced without the author's ou autrement reproduits sans son permission. autorisation. Dedicated, with love and gratitude, to my mother, Susan Horvath ABSTRACT The utiiity of ground penetrating radar (GPR) for investigation of pereiinially frozen peatlands is exarnined. -
Pleistocene Geology of Eastern South Dakota
Pleistocene Geology of Eastern South Dakota GEOLOGICAL SURVEY PROFESSIONAL PAPER 262 Pleistocene Geology of Eastern South Dakota By RICHARD FOSTER FLINT GEOLOGICAL SURVEY PROFESSIONAL PAPER 262 Prepared as part of the program of the Department of the Interior *Jfor the development-L of*J the Missouri River basin UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1955 UNITED STATES DEPARTMENT OF THE INTERIOR Douglas McKay, Secretary GEOLOGICAL SURVEY W. E. Wrather, Director For sale by the Superintendent of Documents, U. S. Government Printing Office Washington 25, D. C. - Price $3 (paper cover) CONTENTS Page Page Abstract_ _ _____-_-_________________--_--____---__ 1 Pre- Wisconsin nonglacial deposits, ______________ 41 Scope and purpose of study._________________________ 2 Stratigraphic sequence in Nebraska and Iowa_ 42 Field work and acknowledgments._______-_____-_----_ 3 Stream deposits. _____________________ 42 Earlier studies____________________________________ 4 Loess sheets _ _ ______________________ 43 Geography.________________________________________ 5 Weathering profiles. __________________ 44 Topography and drainage______________________ 5 Stream deposits in South Dakota ___________ 45 Minnesota River-Red River lowland. _________ 5 Sand and gravel- _____________________ 45 Coteau des Prairies.________________________ 6 Distribution and thickness. ________ 45 Surface expression._____________________ 6 Physical character. _______________ 45 General geology._______________________ 7 Description by localities ___________ 46 Subdivisions. ________-___--_-_-_-______ 9 Conditions of deposition ___________ 50 James River lowland.__________-__-___-_--__ 9 Age and correlation_______________ 51 General features._________-____--_-__-__ 9 Clayey silt. __________________________ 52 Lake Dakota plain____________________ 10 Loveland loess in South Dakota. ___________ 52 James River highlands...-------.-.---.- 11 Weathering profiles and buried soils. ________ 53 Coteau du Missouri..___________--_-_-__-___ 12 Synthesis of pre- Wisconsin stratigraphy. -
Soil-Taxonomy-Web-Poster.Pdf
12 Orders of Soil Taxonomy Mapping Our World of Soils What is Soil Taxonomy? In order to map soils, they must be classified! There are several soil classification systems around the world. In the United States, the USDA-NRCS Soil Taxonomy system is used. It is hierarchical and follows a dichotomous key, so that any given soil can only be classified into one group. ORDERS 12 DOMINANT SOIL ORDERS SUBORDERS GREAT GROUPS SUBGROUPS FAMILY SERIES The soil taxonomy is composed of six levels and is designed to classify any soil in the world. • The highest level is soil orders (similar to kingdoms in the Linnaeus system of classifying organisms). • Each order is based on one important diagnostic feature with the key feature based on its significant effect on the land use or management of all soils in that order. • The orders also represent different weathering intensities or degrees of soil formation. • At the lowest level are the series (species level in the Linnaeus system). • A soil series is the same as the common name of the soil, much in the way that the white oak is the common name for Quercus alba L. • A soil series is defined based on a range of properties and is named for the location near where it was first identified. dichotomous key- A key used to classify an item in which each stage presents two options, with a direction to another stage in the key, until the lowest level is reached. Soil Mapping and Surveys Why are Soils different? While classifying and describing a soil gives us much information, soils exist in a three-dimensional landscape, Soils differ from one part of the world to another, even from one part of a backyard to another. -
Step 2-Soil Mechanics
Step 2 – Soil Mechanics Introduction Webster defines the term mechanics as a branch of physical science that deals with energy and forces and their effect on bodies. Soil mechanics is the branch of mechanics that deals with the action of forces on soil masses. The soil that occurs at or near the surface of the earth is one of the most widely encountered materials in civil, structural and architectural engineering. Soil ranks high in degree of importance when compared to the numerous other materials (i.e. steel, concrete, masonry, etc.) used in engineering. Soil is a construction material used in many structures, such as retaining walls, dams, and levees. Soil is also a foundation material upon which structures rest. All structures, regardless of the material from which they are constructed, ultimately rest upon soil or rock. Hence, the load capacity and settlement behavior of foundations depend on the character of the underlying soils, and on their action under the stress imposed by the foundation. Based on this, it is appropriate to consider soil as a structural material, but it differs from other structural materials in several important aspects. Steel is a manufactured material whose physical and chemical properties can be very accurately controlled during the manufacturing process. Soil is a natural material, which occurs in infinite variety and whose engineering properties can vary widely from place to place – even within the confines of a single construction project. Geotechnical engineering practice is devoted to the location of various soils encountered on a project, the determination of their engineering properties, correlating those properties to the project requirements, and the selection of the best available soils for use with the various structural elements of the project. -
A Geomorphic Classification System
A Geomorphic Classification System U.S.D.A. Forest Service Geomorphology Working Group Haskins, Donald M.1, Correll, Cynthia S.2, Foster, Richard A.3, Chatoian, John M.4, Fincher, James M.5, Strenger, Steven 6, Keys, James E. Jr.7, Maxwell, James R.8 and King, Thomas 9 February 1998 Version 1.4 1 Forest Geologist, Shasta-Trinity National Forests, Pacific Southwest Region, Redding, CA; 2 Soil Scientist, Range Staff, Washington Office, Prineville, OR; 3 Area Soil Scientist, Chatham Area, Tongass National Forest, Alaska Region, Sitka, AK; 4 Regional Geologist, Pacific Southwest Region, San Francisco, CA; 5 Integrated Resource Inventory Program Manager, Alaska Region, Juneau, AK; 6 Supervisory Soil Scientist, Southwest Region, Albuquerque, NM; 7 Interagency Liaison for Washington Office ECOMAP Group, Southern Region, Atlanta, GA; 8 Water Program Leader, Rocky Mountain Region, Golden, CO; and 9 Geology Program Manager, Washington Office, Washington, DC. A Geomorphic Classification System 1 Table of Contents Abstract .......................................................................................................................................... 5 I. INTRODUCTION................................................................................................................. 6 History of Classification Efforts in the Forest Service ............................................................... 6 History of Development .............................................................................................................. 7 Goals -
Sustainable Soil Management
Top of Form ATTRAv2 page skip navigation 500 500 500 500 500 0 Search Bottom of Form 800-346-9140 Home | Site Map | Who We Are | Contact (English) Us | Calendar | Español | Text Only 800-411-3222 (Español) Home > Master Publication List > Sustainable Soil Management What Is Sustainable Soil Management Sustainable Agriculture? The printable PDF version of the Horticultural By Preston Sullivan entire document is available at: Crops NCAT Agriculture Specialist http://attra.ncat.org/attra- © NCAT 2004 pub/PDF/soilmgmt.pdf Field Crops ATTRA Publication #IP027/133 31 pages — 1.5 mb Download Acrobat Reader Soils & Compost Water Management Pest Management Organic Farming Livestock Marketing, Business & Risk Abstract Soybeans no-till planted into Management wheat stubble. This publication covers basic soil Photo by: Preston Sullivan Farm Energy properties and management steps toward building and maintaining healthy soils. Part I deals with basic Education soil principles and provides an understanding of living soils and how they work. In this section you will find answers to why soil organisms Other Resources and organic matter are important. Part II covers management steps to build soil quality on your farm. The last section looks at farmers who Master have successfully built up their soil. The publication concludes with a Publication List large resource section of other available information. Table of Contents Top of Form Part I. Characteristics of Sustainable Soils o Introduction o The Living Soil: Texture and Structure o The Living Soil: The Importance of Soil Organisms 1011223551022 o Organic Matter, Humus, and the Soil Foodweb o Soil Tilth and Organic Matter oi o Tillage, Organic Matter, and Plant Productivity o Fertilizer Amendments and Biologically Active Soils Go o Conventional Fertilizers Enter your o Top$oil—Your Farm'$ Capital email above o Summary of Part I and click Go. -
The Mystery of the Paha: Constructive Landforms of Northeast Iowa
Iowa Science Teachers Journal Volume 29 Number 1 Article 3 1992 The Mystery of the Paha: Constructive Landforms of Northeast Iowa Georgia Quirk University of Northern Iowa Follow this and additional works at: https://scholarworks.uni.edu/istj Part of the Science and Mathematics Education Commons Let us know how access to this document benefits ouy Copyright © Copyright 1992 by the Iowa Academy of Science Recommended Citation Quirk, Georgia (1992) "The Mystery of the Paha: Constructive Landforms of Northeast Iowa," Iowa Science Teachers Journal: Vol. 29 : No. 1 , Article 3. Available at: https://scholarworks.uni.edu/istj/vol29/iss1/3 This Article is brought to you for free and open access by the Iowa Academy of Science at UNI ScholarWorks. It has been accepted for inclusion in Iowa Science Teachers Journal by an authorized editor of UNI ScholarWorks. For more information, please contact [email protected]. THE MYSTERY OF THE PAHA: CONSTRUCTIVE LANDFORMS OF NORTHEAST IOWA Georgia Quirk Instructor/Reference Lif!rarian Donald 0. Rod Library University ofNorthern Iowa Cedar Falls, Iowa 50614-3675 Paha are distinctive landforms oflowa which could provide the focus for a fascinating earth science instructional unit and even a field trip opportunity for teachers in the northeast part oflowa. Slides, transparen cies and text for a 15-minute introduction are available from the author. The landform map of Iowa (Figure 1) diagrams the geological areas ofthe state and indicates some ofthe paha that have been identified. They are found on the Iowan Erosion Surface ( often shortened to the Iowan Surface), which covers most of northeastern Iowa. -
Uniform Field Soil Classification System (Modified Unified Description)
Michigan Department of Transportation Uniform Field Soil Classification System (Modified Unified Description) Introduction April 6, 2009 The purpose of this system is to establish guidelines for the uniform classification of soils by inspection for MDOT Soils Engineers and Technicians. It is the intent of this system to describe only the soil constituents that have a significant influence on the visual appearance and engineering behavior of the soil. This system is intended to provide the best word description of the sample to those involved in the planning, design, construction, and maintenance processes. A method is presented for preparing a "word picture" of a sample for entering on a subsurface exploration log or other appropriate data sheet. The classification procedure involves visually and manually examining soil samples with respect to texture (grain-size), plasticity, color, structure, and moisture. In addition to classification, this system provides guidelines for assessment of soil strength (relative density for granular soils, consistency for cohesive soils), which may be included with the field classification as appropriate for engineering requirements. A glossary of terms is included at the end of this document for convenient reference. It should be understood that the soil descriptions are based upon the judgment of the individual making the description. Laboratory classification tests are not intended to be used to verify the description, but to further determine the engineering behavior for geotechnical design and analysis, and for construction. Primary Soil Constituents The primary soil constituent is defined as the material fraction which has the greatest impact on the engineering behavior of the soil, and which usually represents the soil type found in the largest percentage. -
MULTIMEDIA TEST Junior
Balkan International Geography Olympiad June 24 – 29, 2018, Iași - ROMANIA MULTIMEDIA TEST Junior Read the instructions on your worksheet carefully before answering the questions! Balkan International Geography Olympiad – Iași, Romania – Multimedia Test Q1 The city represented in this picture is located in: A. Germany B. Italy C. France D. Spain Balkan International Geography Olympiad – Iași, Romania – Multimedia Test Q2 1 These pictures represent three volcanoes from three continents. The fourth volcano that is also a decipoint can be depicted in picture: A. 1 2 B. 2 C. 3 D. 4 4 3 Balkan International Geography Olympiad – Iași, Romania – Multimedia Test Q3 The time of the day when this picture was taken is: A. in the morning B. at noon C. in the evening D. at sunset Balkan International Geography Olympiad – Iași, Romania – Multimedia Test Q4 This underwater museum is located: A. at the bottom of the Pacific Ocean B. at the bottom of the Atlantic Ocean C. at the bottom of the Indian Ocean D. at the bottom of the Mediterranean Sea Balkan International Geography Olympiad – Iași, Romania – Multimedia Test Q5 These pictures were taken in: A. Japan B. France C. Singapore D. Australia Balkan International Geography Olympiad – Iași, Romania – Multimedia Test Q6 The plant represented in this picture is: A. tea B. corn C. rice D. algae Balkan International Geography Olympiad – Iași, Romania – Multimedia Test Q7 A possible solution for the problem depicted in this picture is: A. dam construction B. slash and burn C. selective logging D. deforestation Balkan International Geography Olympiad – Iași, Romania – Multimedia Test Q8 The name of the capital cities on this map (marked with red dots) were replaced with the name of other cities representing which of the following? A.