Warming Exerts Greater Impacts on Subsoil Than Topsoil CO2 Efflux in A
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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. -
What Lies Beneath 2 FOREWORD
2018 RELEASE THE UNDERSTATEMENT OF EXISTENTIAL CLIMATE RISK BY DAVID SPRATT & IAN DUNLOP | FOREWORD BY HANS JOACHIM SCHELLNHUBER BREAKTHROUGHONLINE.ORG.AU Published by Breakthrough, National Centre for Climate Restoration, Melbourne, Australia. First published September 2017. Revised and updated August 2018. CONTENTS FOREWORD 02 INTRODUCTION 04 RISK UNDERSTATEMENT EXCESSIVE CAUTION 08 THINKING THE UNTHINKABLE 09 THE UNDERESTIMATION OF RISK 10 EXISTENTIAL RISK TO HUMAN CIVILISATION 13 PUBLIC SECTOR DUTY OF CARE ON CLIMATE RISK 15 SCIENTIFIC UNDERSTATEMENT CLIMATE MODELS 18 TIPPING POINTS 21 CLIMATE SENSITIVITY 22 CARBON BUDGETS 24 PERMAFROST AND THE CARBON CYCLE 25 ARCTIC SEA ICE 27 POLAR ICE-MASS LOSS 28 SEA-LEVEL RISE 30 POLITICAL UNDERSTATEMENT POLITICISATION 34 GOALS ABANDONED 36 A FAILURE OF IMAGINATION 38 ADDRESSING EXISTENTIAL CLIMATE RISK 39 SUMMARY 40 What Lies Beneath 2 FOREWORD What Lies Beneath is an important report. It does not deliver new facts and figures, but instead provides a new perspective on the existential risks associated with anthropogenic global warming. It is the critical overview of well-informed intellectuals who sit outside the climate-science community which has developed over the last fifty years. All such expert communities are prone to what the French call deformation professionelle and the German betriebsblindheit. Expressed in plain English, experts tend to establish a peer world-view which becomes ever more rigid and focussed. Yet the crucial insights regarding the issue in question may lurk at the fringes, as BY HANS JOACHIM SCHELLNHUBER this report suggests. This is particularly true when Hans Joachim Schellnhuber is a professor of theoretical the issue is the very survival of our civilisation, physics specialising in complex systems and nonlinearity, where conventional means of analysis may become founding director of the Potsdam Institute for Climate useless. -
Global-Change Controls on Soil-Carbon Accumulation and Loss in Coastal Vegetated Ecosystems
PERSPECTIVE https://doi.org/10.1038/s41561-019-0435-2 Global-change controls on soil-carbon accumulation and loss in coastal vegetated ecosystems Amanda C. Spivak 1*, Jonathan Sanderman 2, Jennifer L. Bowen 3, Elizabeth A. Canuel 4 and Charles S. Hopkinson1 Coastal seagrass, mangrove and salt-marsh ecosystems—also termed blue-carbon ecosystems—play an important role in the global carbon cycle. Much of the organic carbon they store rests in soils that have accumulated over thousands of years. Rapidly changing climate and environmental conditions, including sea-level rise, warming, eutrophication and landscape development, will impact decomposition and thus the global reservoir of blue soil organic carbon. Yet, it remains unclear how these distur- bances will affect the key biogeochemical mechanisms controlling decomposition—mineral protection, redox zonation, water content and movement, and plant–microbe interactions. We assess the spatial and temporal scales over which decomposition mechanisms operate and how their effectiveness may change following disturbances. We suggest that better integration of decomposition mechanisms into blue-carbon models may improve predictions of soil organic carbon stores and facilitate incor- poration of coastal vegetated ecosystems into global budgets and management tools. lue-carbon ecosystems play an outsized role in the global sediments are saturated, with redox and diffusional gradients, and carbon cycle. They occupy 0.07–0.22% of the Earth’s sur- relatively constant temperature, light and physical conditions. In face and bury 0.08–0.22 PgC yr–1, which is comparable to contrast, soil water content and chemistry vary among blue-carbon B –1 0.2 PgC yr transferred to the seafloor and equivalent to ~10% ecosystems and over intertidal elevation gradients, reflecting local of the entire net residual land sink of 1–2 PgC yr–1 (refs. -
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 ). -
Science Journals
RESEARCH GLOBAL CARBON CYCLE We started our soil warming study in 1991 in an even-aged mixed hardwood forest stand at the Harvard Forest in central Massachusetts (42.54°N, 72.18°W), where the dominant tree Long-term pattern and magnitude of species are red maple (Acer rubrum L.) and black oak (Quercus velutina Lam.). The soil is a soil carbon feedback to the climate stony loam with a distinct organic matter–rich forest floor. (See the supplementary materials system in a warming world for more information on the site’s soils, climate, and land-use history.) The field manipulation contains 18 plots, each J. M. Melillo,1* S.D. Frey,2 K. M. DeAngelis,3 W. J. Werner,1 M. J. Bernard,1 6 × 6 m, that are grouped into six blocks. The F. P. Bowles,4 G. Pold,5 M. A. Knorr,2 A. S. Grandy2 three plots within each block are randomly as- signed to one of three treatments: (i) heated plots In a 26-year soil warming experiment in a mid-latitude hardwood forest, we documented in which the average soil temperature is con- changes in soil carbon cycling to investigate the potential consequences for the climate tinuously elevated 5°C above ambient by the use system. We found that soil warming results in a four-phase pattern of soil organic matter of buried heating cables; (ii) disturbance con- decay and carbon dioxide fluxes to the atmosphere, with phases of substantial soil carbon trol plots that are identical to the heated plots loss alternating with phases of no detectable loss. -
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. -
Forest Carbon Assessment for the Green Mountain National Forest 1.0
Forest Carbon Assessment for the Green Mountain National Forest Alexa Dugan ([email protected]), Maria Janowiak ([email protected]) and Duncan McKinley ([email protected]) August 16, 2018 1.0 Introduction Carbon uptake and storage are some of the many ecosystem services provided by forests and grasslands. Through the process of photosynthesis, growing plants remove carbon dioxide (CO2) from the atmosphere and store it in forest biomass (plant stems, branches, foliage, roots), and much of this organic material is eventually stored in forest soils. This absorption of carbon from the atmosphere (sequestration) helps modulate greenhouse gas (GHG) concentrations in the atmosphere. Estimates of net annual storage of carbon indicate that forests in the United States (U.S.) constitute an important carbon sink, removing more carbon from the atmosphere than they are emitting (Pan et al. 2011). Forests in the United States remove the equivalent of about 12-19 percent of annual fossil fuel emissions in the U.S. (EPA 2015, Janowiak et al. 2017). Forests are dynamic systems that naturally undergo fluctuations in carbon storage and emissions as forests establish and grow, die with age or disturbances, and re-establish and regrow. Forests release carbon dioxide into the atmosphere when they die, either through natural aging and competition processes or disturbance events (e.g., combustion from fires), and this process transfers carbon from living carbon pools to dead pools. These dead pools also release carbon dioxide through decomposition or combustion (fires). Management activities include timber harvests, thinning, and fuel reductions treatments that remove carbon from the forest ecosystem and transfer it to the wood products sector. -
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. -
Soil Judging Guide
New Hammpshirree Asssociatiionn of Conservaation Disttrriiccttss The New Hampshire SoilSoil JudgingJudging GuideGuide THE NEW HAMPSHIRE SOIL JUDGING GUIDE ACKNOWLEDGEMENTS The NH Association of Conservation Districts wishes to acknowledge the following organizations for their support of New Hampshire’s soil judging effort. USDA – Natural Resources Conservation Service Future Farmers of America Students NH Association of Conservation Districts UNH Cooperative Extension Society of Soil Scientists of Northern New England Private Consulting Soil Scientists Conservation District Managers Reprinted September 2001 Revised March 1995 Revised March 1996 2 THE NEW HAMPSHIRE SOIL JUDGING GUIDE ACKNOWLEDGEMENTS ..........................................................................................2 Introduction .........................................................................................................4 The Goals of the NH Soil Judging Contest____________________________________________________4 The Use of This Guide ____________________________________________________________________5 PART 1 – Physical Features of the Soil....................................................................6 Soil Profile and Soil Layers ________________________________________________________________6 Texture ________________________________________________________________________________7 Hardpan _______________________________________________________________________________9 Permeability ____________________________________________________________________________9