Soil Judging Guide
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
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. -
(Hardpan) for Precision Agriculture on So
SITE - SPECIFIC CHARACTERIZATION, MODELING AND SPATIAL ANALYSIS OF SUB-SOIL COMPACTION (HARDPAN) FOR PRECISION AGRICULTURE ON SOUTHEASTERN US SOILS by MEHARI ZEWDE TEKESTE (Under the Direction of Randy L. Raper and Ernest W. Tollner) ABSTRACT Natural and machinery traffic-induced subsoil compacted layers (soil hardpans) that are found in many southeastern US soils limit root growth with detrimental effects on crop productivity and the environment. Due to the spatial variability of hardpans, tillage management systems that use site-specific depth tillage applications may reduce fuel consumption compared to the conventional uniform depth tillage. The success of site-specific tillage or variable depth tillage depends on an accurate sensing of the hardpan layers, field positioning, and controlling the application of real-time or prescribed tillage. The over arching objective of the work was to understand and advance the art and science of soil compaction analysis and prediction with an eye towards compaction management in precision farming. The specific objectives were (1) To investigate the influences of soil parameters (soil moisture and bulk density), and the soil-cone frictional property on the interpretations of cone penetrometer data in predicting the magnitude and depth of hardpans, (2) To determine spatial variability for creating hardpan maps and (3) To investigate a passive acoustic based real-time soil compaction sensing method. The soil cone penetration problems were also modeled using finite element modeling to investigate the soil deformation patterns and evaluate the capability of the finite element method to predict the magnitude and depth of the hardpan. Laboratory experiments in a soil column study indicated that the soil cone penetration resistances were affected by soil moisture, bulk density and cone material type. -
HOW to IMPROVE SOIL DRAINAGE Charlotte Germane, Nevada County Master Gardener
GOT COMPACTION? HOW TO IMPROVE SOIL DRAINAGE Charlotte Germane, Nevada County Master Gardener From The Curious Gardener, Summer 2011 Do you suspect you might have a drainage problem in your garden? If your soil does not drain quickly enough, your plants will drown. Soils in the foothills Your soil drainage may not be as bad as you think it is. There’s so much talk in the foothills about clay soil that some gardeners assume they have poorly draining soil, and grumble about it, when they actually have pretty respectable loam. The USDA has mapped soil types and found that in the lower foothills the soil can be sandy loam over heavy sandy loam, or loam over clay loam. Above 2000 feet, it is typically loam over clay loam with cobblestones. An unusual feature of foothills soil is the serpentine outcropping. This combines poor drainage with toxic levels of magnesium. If you need to grow in a serpentine soil area, use raised beds. The serpentine soil under the beds will not provide adequate drainage. Another foothill soil issue that makes for poor drainage is “layered soil”. Soil naturally transitions from one kind to another, but layered soil means soil that changes abruptly, making it hard for water to move through easily. Layered soil occurs naturally (soil on top of rock or a clay pan) and can also be created by digging with rototillers and heavy equipment. Check for poor grading, over-irrigation, and thatched lawns Before you label your soil the culprit, walk your garden and evaluate the grading. It is possible that at the time of your home’s construction, or during a later landscaping project,the soil was graded so the water drained toward an area with no easy outlet. -
Agricultural Soil Compaction: Causes and Management
October 2010 Agdex 510-1 Agricultural Soil Compaction: Causes and Management oil compaction can be a serious and unnecessary soil aggregates, which has a negative affect on soil S form of soil degradation that can result in increased aggregate structure. soil erosion and decreased crop production. Soil compaction can have a number of negative effects on Compaction of soil is the compression of soil particles into soil quality and crop production including the following: a smaller volume, which reduces the size of pore space available for air and water. Most soils are composed of • causes soil pore spaces to become smaller about 50 per cent solids (sand, silt, clay and organic • reduces water infiltration rate into soil matter) and about 50 per cent pore spaces. • decreases the rate that water will penetrate into the soil root zone and subsoil • increases the potential for surface Compaction concerns water ponding, water runoff, surface soil waterlogging and soil erosion Soil compaction can impair water Soil compaction infiltration into soil, crop emergence, • reduces the ability of a soil to hold root penetration and crop nutrient and can be a serious water and air, which are necessary for water uptake, all of which result in form of soil plant root growth and function depressed crop yield. • reduces crop emergence as a result of soil crusting Human-induced compaction of degradation. • impedes root growth and limits the agricultural soil can be the result of using volume of soil explored by roots tillage equipment during soil cultivation or result from the heavy weight of field equipment. • limits soil exploration by roots and Compacted soils can also be the result of natural soil- decreases the ability of crops to take up nutrients and forming processes. -
Soils and Soil-Forming Material Technical Information Note 04 /2017 30Th November 2017
Soils and Soil-forming Material Technical Information Note 04 /2017 30th November 2017 Contents 1. Introduction to Soils ........................................................................................................................ 2 2. Components and Properties of Soil ................................................................................................ 7 3. Describing and Categorising soils .................................................................................................. 29 4. Policy, Regulation and Roles ......................................................................................................... 34 5. Soil Surveys, Handling and Management ..................................................................................... 40 6. Recommended Soil Specifications ................................................................................................ 42 7. References .................................................................................................................................... 52 “Upon this handful of soil our survival depends. Husband it and it will grow our food, our fuel, and our shelter and surround us with beauty. Abuse it and the soil will collapse and die, taking humanity with it.” From Vedas Sanskrit Scripture – circa 1500 BC The aim of this Technical Information Note is to assist Landscape Professionals (primarily landscape architects) when considering matters in relation to soils and soil-forming material. Soil is an essential requirement for providing -
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 ). -
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. -
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. -
Nitrate Distribution in a Deep, Alluvial Unsaturated Zone: Geologic Control Vs
Nitrate Distribution in a Deep, Alluvial Unsaturated Zone: Geologic Control vs. Fertilizer Management Thomas Harter*, Katrin Heeren, William R. Horwath Department of Land, Air, and Water Resources University of California Davis, CA 95616 * corresponding author ph/530-752-2709; [email protected]; http://groundwater.ucdavis.edu Introduction For decades, nitrate leaching from agricultural sources (among others) has been a concern to agronomists, soil scientists, and hydrologists. Federal legislation first recognized the potential impacts to water resources in the early 1970s, when the Clean Water Act (CWA), the Safe Drinking Water Act (SDWA), the Federal Insecticide, Fungicide, and Rodenticide Act (FIFRA), and other water pollution related legislation was enacted. Since then, countless efforts have been mounted by both the scientific-technical community and the agricultural industry to better understand the role of agricultural practices in determining the fate of fertilizer and pesticides in watersheds (including groundwater) and to improve agricultural management accordingly. From a groundwater perspective, much of the scientific work relating to nitrate has focused on two areas: documenting the extent of groundwater nitrate contamination; and investigating the fate of nitrogen in the soil root zone (including the potential for groundwater leaching) as it relates to particular agricultural crops and management practices. Rarely, these two research areas are linked within a single study and if they are, groundwater levels are typically close to the soil surface (less than 10 feet). In California’s valleys and basins, particularly in Central and Southern California, groundwater levels are frequently much deeper than 20 feet. The unsaturated zone between the land surface and the water table may therefore be from 20 to over 100 feet thick.