998 resultados para Soil - Classification


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Although the determination of remaining phosphorus (Prem) is simple, accurate values could also be estimated with a pedotransfer function (PTF) aiming at the additional use of soil analysis data and/or Prem replacement by an even simpler determination. The purpose of this paper was to develop a pedotransfer function to estimate Prem values of soils of the State of São Paulo based on properties with easier or routine laboratory determination. A pedotransfer function was developed by artificial neural networks (ANN) from a database of Prem values, pH values measured in 1 mol L-1 NaF solution (pH NaF) and soil chemical and physical properties of samples collected during soil classification activities carried out in the State of São Paulo by the Agronomic Institute of Campinas (IAC). Furthermore, a pedotransfer function was developed by regressing Prem values against the same predictor variables of the ANN-based PTF. Results showed that Prem values can be calculated more accurately with the ANN-based pedotransfer function with the input variables pH NaF values along with the sum of exchangeable bases (SB) and the exchangeable aluminum (Al3+) soil content. In addition, the accuracy of the Prem estimates by ANN-based PTF were more sensitive to increases in the experimental database size. Although the database used in this study was not comprehensive enough for the establishment of a definitive pedotrasnfer function for Prem estimation, results indicated the inclusion of Prem and pH NaF measurements among the soil testing evaluations as promising ind order to provide a greater database for the development of an ANN-based pedotransfer function for accurate Prem estimates from pH NaF, SB, and Al3+ values.

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The use of machinery in agricultural and forest management activities frequently increases soil compaction, resulting in greater soil density and microporosity, which in turn reduces hydraulic conductivity and O2 and CO2 diffusion rates, among other negative effects. Thus, soil compaction has the potential to affect soil microbial activity and the processes involved in organic matter decomposition and nutrient cycling. This study was carried out under controlled conditions to evaluate the effect of soil compaction on microbial activity and carbon (C) and nitrogen (N) mineralization. Two Oxisols with different mineralogy were utilized: a clayey oxidic-gibbsitic Typic Acrustox and a clayey kaolinitic Xantic Haplustox (Latossolo Vermelho-Amarelo ácrico - LVA, and Latossolo Amarelo distrófico - LA, respectively, in the Brazil Soil Classification System). Eight treatments (compaction levels) were assessed for each soil type in a complete block design, with six repetitions. The experimental unit consisted of PVC rings (height 6 cm, internal diameter 4.55 cm, volume 97.6 cm³). The PVC rings were filled with enough soil mass to reach a final density of 1.05 and 1.10 kg dm-3, respectively, in the LVA and LA. Then the soil samples were wetted (0.20 kg kg-1 = 80 % of field capacity) and compacted by a hydraulic press at pressures of 0, 60, 120, 240, 360, 540, 720 and 900 kPa. After soil compression the new bulk density was calculated according to the new volume occupied by the soil. Subsequently each PVC ring was placed within a 1 L plastic pot which was then tightly closed. The soils were incubated under aerobic conditions for 35 days and the basal respiration rate (CO2-C production) was estimated in the last two weeks. After the incubation period, the following soil chemical and microbiological properties were detremined: soil microbial biomass C (C MIC), total soil organic C (TOC), total N, and mineral N (NH4+-N and NO3--N). After that, mineral N, organic N and the rate of net N mineralization was calculated. Soil compaction increased NH4+-N and net N mineralization in both, LVA and LA, and NO3--N in the LVA; diminished the rate of TOC loss in both soils and the concentration of NO3--N in the LA and CO2-C in the LVA. It also decreased the C MIC at higher compaction levels in the LA. Thus, soil compaction decreases the TOC turnover probably due to increased physical protection of soil organic matter and lower aerobic microbial activity. Therefore, it is possible to conclude that under controlled conditions, the oxidic-gibbsitic Oxisol (LVA) was more susceptible to the effects of high compaction than the kaolinitic (LA) as far as organic matter cycling is concerned; and compaction pressures above 540 kPa reduced the total and organic nitrogen in the kaolinitic soil (LA), which was attributed to gaseous N losses.

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This study evaluated the effect of hairy vetch (Vicia villosa Roth) as cover crop on maize nutrition and yield under no tillage using isotope techniques. For this purpose, three experiments were carried out: 1) quantification of biological nitrogen fixation (BNF) in hairy vetch; 2) estimation of the N release rate from hairy vetch residues on the soil surface; 3) quantification of 15N recovery by maize from labeled hairy vetch under three rates of mineral N fertilization. This two-year field experiment was conducted on a sandy Acrisol (FAO soil classification) or Argissolo Vermelho distrófico arênico (Brazilian Soil Classification), at a mean annual temperature of 18 ºC and mean annual rainfall of 1686 mm. The experiment was arranged in a double split-plot factorial design with three replications. Two levels of hairy vetch residue (50 and 100 % of the aboveground biomass production) were distributed on the surface of the main plots (5 x 12 m). Maize in the sub-plots (5 x 4 m) was fertilized with three N rates (0, 60, and 120 kg ha-1 N), with urea as N source. The hairy vetch-derived N recovered by maize was evaluated in microplots (1.8 x 2.2 m). The BFN of hairy vetch was on average 72.4 %, which represents an annual input of 130 kg ha-1 of atmospheric N. The N release from hairy vetch residues was fast, with a release of about 90 % of total N within the first four weeks after cover crop management and soil residue application. The recovery of hairy vetch 15N by maize was low, with an average of 12.3 % at harvest. Although hairy vetch was not directly the main source of maize N nutrition, the crop yield reached 8.2 Mg ha-1, without mineral fertilization. There was an apparent synergism between hairy vetch residue application and the mineral N fertilization rate of 60 kg ha-1, confirming the benefits of the combination of organic and inorganic N sources for maize under no tillage.

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Peatlands are soil environments that store carbon and large amounts of water, due to their composition (90 % water), low hydraulic conductivity and a sponge-like behavior. It is estimated that peat bogs cover approximately 4.2 % of the Earth's surface and stock 28.4 % of the soil carbon of the planet. Approximately 612 000 ha of peatlands have been mapped in Brazil, but the peat bogs in the Serra do Espinhaço Meridional (SdEM) were not included. The objective of this study was to map the peat bogs of the northern part of the SdEM and estimate the organic matter pools and water volume they stock. The peat bogs were pre-identified and mapped by GIS and remote sensing techniques, using ArcGIS 9.3, ENVI 4.5 and GPS Track Maker Pro software and the maps validated in the field. Six peat bogs were mapped in detail (1:20,000 and 1:5,000) by transects spaced 100 m and each transect were determined every 20 m, the UTM (Universal Transverse Mercator) coordinates, depth and samples collected for characterization and determination of organic matter, according to the Brazilian System of Soil Classification. In the northern part of SdEM, 14,287.55 ha of peatlands were mapped, distributed over 1,180,109 ha, representing 1.2 % of the total area. These peatlands have an average volume of 170,021,845.00 m³ and stock 6,120,167 t (428.36 t ha-1) of organic matter and 142,138,262 m³ (9,948 m³ ha-1) of water. In the peat bogs of the Serra do Espinhaço Meridional, advanced stages of decomposing (sapric) organic matter predominate, followed by the intermediate stage (hemic). The vertical growth rate of the peatlands ranged between 0.04 and 0.43 mm year-1, while the carbon accumulation rate varied between 6.59 and 37.66 g m-2 year-1. The peat bogs of the SdEM contain the headwaters of important water bodies in the basins of the Jequitinhonha and San Francisco Rivers and store large amounts of organic carbon and water, which is the reason why the protection and preservation of these soil environments is such an urgent and increasing need.

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ABSTRACT In recent years, geotechnologies as remote and proximal sensing and attributes derived from digital terrain elevation models indicated to be very useful for the description of soil variability. However, these information sources are rarely used together. Therefore, a methodology for assessing and specialize soil classes using the information obtained from remote/proximal sensing, GIS and technical knowledge has been applied and evaluated. Two areas of study, in the State of São Paulo, Brazil, totaling approximately 28.000 ha were used for this work. First, in an area (area 1), conventional pedological mapping was done and from the soil classes found patterns were obtained with the following information: a) spectral information (forms of features and absorption intensity of spectral curves with 350 wavelengths -2,500 nm) of soil samples collected at specific points in the area (according to each soil type); b) obtaining equations for determining chemical and physical properties of the soil from the relationship between the results obtained in the laboratory by the conventional method, the levels of chemical and physical attributes with the spectral data; c) supervised classification of Landsat TM 5 images, in order to detect changes in the size of the soil particles (soil texture); d) relationship between classes relief soils and attributes. Subsequently, the obtained patterns were applied in area 2 obtain pedological classification of soils, but in GIS (ArcGIS). Finally, we developed a conventional pedological mapping in area 2 to which was compared with a digital map, ie the one obtained only with pre certain standards. The proposed methodology had a 79 % accuracy in the first categorical level of Soil Classification System, 60 % accuracy in the second category level and became less useful in the categorical level 3 (37 % accuracy).

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The quality and availability of aggregate for pc concrete stone varies across Iowa. Southwest Iowa is one area of the state that is short of quality aggregates. The concrete stone generally available in the area is limestone from the Argentine or Winterset ledges with an overburden of up to 150 feet. This concrete stone is classified as Class 1 durability and is susceptible to 'ID"-cracking. In addition, the general engineering soil classification rates the soils of southwest Iowa as having the poorest subgrade bearing characteristics in the state. 1 The combination of poor soils and low quality aggregate has contributed to premature deterioration of many miles of portland cement concrete pavement. Research project HR-209 was initiated in 1979 to explore alternative construction methods that may produce better pavements for southwest Iowa.

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Drilled shafts have been used in the US for more than 100 years in bridges and buildings as a deep foundation alternative. For many of these applications, the drilled shafts were designed using the Working Stress Design (WSD) approach. Even though WSD has been used successfully in the past, a move toward Load Resistance Factor Design (LRFD) for foundation applications began when the Federal Highway Administration (FHWA) issued a policy memorandum on June 28, 2000.The policy memorandum requires all new bridges initiated after October 1, 2007, to be designed according to the LRFD approach. This ensures compatibility between the superstructure and substructure designs, and provides a means of consistently incorporating sources of uncertainty into each load and resistance component. Regionally-calibrated LRFD resistance factors are permitted by the American Association of State Highway and Transportation Officials (AASHTO) to improve the economy and competitiveness of drilled shafts. To achieve this goal, a database for Drilled SHAft Foundation Testing (DSHAFT) has been developed. DSHAFT is aimed at assimilating high quality drilled shaft test data from Iowa and the surrounding regions, and identifying the need for further tests in suitable soil profiles. This report introduces DSHAFT and demonstrates its features and capabilities, such as an easy-to-use storage and sharing tool for providing access to key information (e.g., soil classification details and cross-hole sonic logging reports). DSHAFT embodies a model for effective, regional LRFD calibration procedures consistent with PIle LOad Test (PILOT) database, which contains driven pile load tests accumulated from the state of Iowa. PILOT is now available for broader use at the project website: http://srg.cce.iastate.edu/lrfd/. DSHAFT, available in electronic form at http://srg.cce.iastate.edu/dshaft/, is currently comprised of 32 separate load tests provided by Illinois, Iowa, Minnesota, Missouri and Nebraska state departments of transportation and/or department of roads. In addition to serving as a manual for DSHAFT and providing a summary of the available data, this report provides a preliminary analysis of the load test data from Iowa, and will open up opportunities for others to share their data through this quality–assured process, thereby providing a platform to improve LRFD approach to drilled shafts, especially in the Midwest region.

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This report describes test results from a full-scale embankment pilot study conducted in Iowa. The intent of the pilot project was to field test and refine the proposed soil classification system and construction specifications developed in Phase II of this research and to evaluate the feasibility of implementing a contractor quality control (QC) and Iowa DOT quality assurance (QA) program for earthwork grading in the future. One of the primary questions for Phase III is “Was embankment quality improved?” The project involved a “quality conscious” contractor, well-qualified and experienced Iowa Department of Transportation field personnel, a good QC consultant technician, and some of our best soils in the state. If the answer to the above question is “yes” for this project, it would unquestionably be “yes” for other projects as well. The answer is yes, the quality was improved, even for this project, as evidenced by dynamic cone penetrometer test data and the amount of disking required to reduce the moisture content to within acceptable control limits (approximately 29% of soils by volume required disking). Perhaps as important is that we know what quality we have. Increased QC/QA field testing, however, increases construction costs, as expected. The quality management-earthwork program resulted in an additional $0.03 per cubic meter, or 1.6%, of the total construction costs. Disking added about $0.04 per cubic meter, or 1.7%, to the total project costs. In our opinion this is a nominal cost increase to improve quality. It is envisioned that future contractor innovations have the potential for negating this increase. The Phase III results show that the new soil classification system and the proposed field test methods worked well during the Iowa Department of Transportation soils design phase and during the construction phase. Recommendations are provided for future implementation of the results of this study by city, county, and state agencies.

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El règim d'humitat d'un sòl constitueix un condicionant pel seu us agrícola, paisatgístic o forestal. Aquest fet ha portat a voler considerar aquesta informació a l'hora de dominar un sòl, per tal que els usuaris de mapes de sòls es puguin situar immediatament en consultar la llegenda d'un mapa concret. La determinació del règim d'humitat dels sòls planteja seriosos problemes per manca de mesures referents a perfils hídrics al llarg de l'any, mesures gens habituals als observatoris meteorològics. En el present treball s'analitza el model de Newhall per estimar el règim d'humitat dels sòls, i es discuteixen les seves deficiències quan s'aplica a una zona amb règim de pluges de tipus mediterrani. Finalment, s'estableixen les bases per modificar l'esmentat model, que han servit per desenvolupar el model Newhall-Jarauta.

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Este artigo aborda uma contribuição às classificações geotécnicas tradicionais de solos Unified Soil Classification System (USC), Transportation Research Board System (TRB) e a Metodologia Miniatura, Compactado, Tropical (MCT) para um caso aplicado à rodovia municipal não pavimentada VCS 346, no Município de Viçosa, MG, considerando-se várias amostras deformadas de solos coletadas no subleito da referida via. Os principais objetivos deste estudo residem na contribuição de um banco de dados geotécnicos sobre classificações de solos tropicais, bem como na verificação de possíveis agrupamentos entre os sistemas geotécnicos tradicionais de classificação e a metodologia MCT. O programa de laboratório envolveu a realização dos seguintes ensaios: (i) granulometria conjunta; (ii) limites de Atterberg (LL e LP); (iii) massa específica dos grãos do solo; (iv) compactação Mini-MCV; e (v) perda de massa do corpo-de-prova por imersão em água. Os resultados possibilitaram verificar que, após a classificação das amostras, vários agrupamentos entre os sistemas de classificações geotécnicas tradicionais coincidiram com aqueles já apresentados na metodologia MCT e, considerando a pedogênese da região de Viçosa, MG, para o grupo NG', houve a contribuição dos grupos SC, SM e CL do Sistema USC e do grupo A-4 do Sistema TRB.

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Morphological, physical and chemical studies were carried out on soils of Mount Bambouto, a volcanic mountain of the West Cameroon highland. These studies show that the soils of this region can be divided into seven groups according to Soils Taxonomy USA [Soil taxonomy: a basic system of soil classification for making and interpreting soils surveys: USDA Agriculture Handbook 436: Washington, DC, US Government Pronting Office, 1975, 754]: lithic dystrandept soils, typical dystrandept soils, oxic dystrandept soils, typical haplohumox soils, typical kandiudox soils, tropopsamment soils and umbriaquox soils. A soils map of this region at scale 1:50,000 has been drawn up, using the seven soils groups above as soil cartography units. These soils are organised into of three main categories: soils with andic characteristics in the upper region of the mountain (lithic dystrandept soils, typical dystrandept soils and oxic dystrandept soils); ferrallitic soils in the lower part of the mountain (typical haplohumox soils and typical kandiudox soils) and imperfectly developed soils (tropopsamment soils and umbraquox soils).

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O experimento foi instalado em área de plantio comercial de soja Roundup Ready®, na região do Pontal do Paranapanema, no município de Euclides da Cunha Paulista-SP, localizada a 20º 43' 11'' S e 50º 10' 20'' W, com uma altitude de 270 m. A fase experimental foi conduzida de dezembro de 2006 a abril de 2007, sob sistema plantio direto, com uma temperatura média de 25 ºC e índice pluviométrico de 800 mm. O solo da área experimental apresenta classe textural franco-argilo arenosa. Objetivou-se com este trabalho avaliar a eficácia e seletividade de glyphosate na formulação Roundup Transorb®, associado aos herbicidas diclosulam, cloransulam-methyl, flumioxazina e S-metolachlor em duas modalidades de aplicação: única, com associação do glyphosate aos herbicidas; e uma sequencial apenas com glyphosate aos 15 DAA, no manejo das plantas daninhas trapoeraba (Commelina benghalensis) e corda-de-viola (Ipomoea triloba) durante o cultivo da soja. O experimento foi instalado no delineamento de blocos ao acaso, com 12 tratamentos e quatro repetições. Os tratamentos foram distribuídos em arranjo fatorial acrescido de duas testemunhas: sem capina manual e com capina manual. O arranjo fatorial 2 x 5 contemplou duas condições de aplicação dos herbicidas (única e sequencial) e cinco herbicidas (glyphosate, glyphosate + diclosulam, glyphosate + cloransulam-methyl, glyphosate + flumioxazin e glyphosate + S-metolachlor). Nas condições de produtos, épocas de aplicação e doses, os resultados mostraram que o herbicida glyphosate aplicado em dose única ou sequencial e suas combinações com diclosulam e cloransulam-methyl na primeira aplicação não promovem fitointoxicação nas plantas de soja. A combinação com flumioxazin e S-metolachlor promoveu atraso no crescimento das plantas e no fechamento da cultura, em razão do efeito na altura dos indivíduos e comprimento dos ramos. No tratamento com o S-metolachlor, isso pode ser explicado pelo fato de o herbicida ser registrado para controle em pré-emergência e ter sido aplicado em pós-emergência. Nenhum dos tratamentos influenciou significativamente a produção de grãos da cultura da soja. A aplicação única ou a complementação com aplicação sequencial de glyphosate promoveram excelente controle de Commelina benghalensis e Ipomoea triloba.

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Com o objetivo de avaliar o efeito do manejo do solo na estabilidade de agregados de um Nitossolo Vermelho distroférrico, localizado na Fazenda Experimental Lageado da FCA/UNESP, em Botucatu - SP, amostraram-se, em outubro de 2001, três sistemas de manejo de solo: (i) mata (MA), (ii) preparo convencional por 10 anos seguido de semeadura direta por 12 anos (PC/SD) e (iii) preparo convencional por 22 anos (PC), em quatro camadas: 0,0-0,10; 0,10-0,20; 0,20-0,30 e 0,30-0,40 m. O delineamento experimental empregado foi o inteiramente casualizado, com três repetições. As amostragens foram feitas após a cultura do milho (safra 2000-2001). As amostras foram submetidas às análises físicas e químicas, e as médias, comparadas pelo teste de Tukey. O diâmetro médio ponderado dos agregados (DMP), o índice de estabilidade dos agregados (IEA) e a percentagem de agregados em classes de diâmetro médio foram obtidos com os resultados do peneiramento obtidos pelo método por via úmida. O diâmetro médio ponderado e o índice de estabilidade dos agregados foram menores para o preparo convencional do solo. Os três sistemas de manejo apresentaram maior percentagem de agregados com diâmetro entre 7,93 e 2,00 mm. A substituição do preparo convencional pela semeadura direta favoreceu a estabilidade dos agregados do solo. O diâmetro médio ponderado, o índice de estabilidade de agregados e a percentagem de agregados por classe de diâmetro médio evidenciaram diferenças entre os sistemas de manejo do solo.

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O conhecimento detalhado do solo e de seus atributos, ao longo da paisagem, é uma demanda permanente dos sistemas urbanos e agroindustriais, para o planejamento sustentável de uso e ocupação. O presente trabalho objetivou estudar o potencial de modelos de paisagem e susceptibilidade magnética na identificação e caracterização de latossolos, em Guariba (SP). Foram coletadas 514 amostras de solo, em 110,0 ha, às profundidades de 0,0-0,20 m e 0,60-0,80 m. Foram identificados diferentes compartimentos de paisagem, com base no modelo de superfície geomórfica e segmento de vertente. em cada compartimento de paisagem, foram abertas trincheiras, para classificação do solo. As amostras foram analisadas quanto à granulometria e atributos químicos, pH (água, CaCl2 e KCl), matéria orgânica, P extraível, K+, Ca2+, Mg2+ e H+ + Al3+. Também foram determinados os teores de SiO2, Al2O3, Fe2O3 e óxidos de Fe livres (Fe d) e pouco cristalizados (Fe o), nas amostras das trincheiras, além da susceptibilidade magnética (SM). Solos taxonomicamente iguais, porém em diferentes compartimentos da paisagem, apresentaram valores distintos, para os atributos estudados, indicando que os modelos de paisagem e a susceptibilidade magnética podem ser viáveis, como técnica de campo, para auxiliar no detalhamento da variação dos atributos do solo. A susceptibilidade magnética demonstrou ter potencial para delimitação das superfícies geomórficas mapeadas no campo, o que indica o seu potencial de uso, na identificação e caracterização de áreas mais homogêneas.

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A serra da Bodoquena, localizada no Estado do Mato Grosso do Sul, apresenta particularidades nos seus solos, que diferem de outras regiões do bioma cerrado-pantanal. Este trabalho teve como objetivo ampliar o conhecimento dos solos formados sobre calcário, por meio da caracterização dos seus atributos físicos, químicos, mineralógicos e da matéria orgânica. Foi selecionada uma topossequência sobre calcário, onde foram abertas trincheiras no topo (P1), terço inferior (P2), sopé (P3) e baixada (P4 e P5). Os perfis foram descritos morfologicamente e analisados os atributos físicos, químicos e mineralógicos dos horizontes. de acordo com o Sistema Brasileiro de Classificação de Solos, os solos estudados foram classificados como: (P1) Organossolo Fólico Sáprico lítico - OOs; (P2) Chernossolo Háplico Órtico típico - MXo; (P3) Chernossolo Argilúvico Órtico típico - MTo; (P4) Gleissolo Melânico Carbonático chernossólico - GMk1; e (P5) Gleissolo Melânico Carbonático organossólico - GMk2. Todos os perfis estudados apresentaram cores escuras nos horizontes superficiais e mais avermelhadas ou acinzentadas em profundidade, em razão da drenagem, sempre associados com elevados valores de saturação por bases e tendo o cálcio como cátion predominante no complexo sortivo. Das frações húmicas, a humina representou a maior fração do carbono orgânico em todos os solos. A análise mineralógica constatou a presença de calcita na fração areia nos perfis GMk1 e GMk2 e caulinita, illita e montmorilonita, na fração argila de todos os solos. A ocorrência do Organossolo Fólico em ambiente não altimontano, diferente do relatado pelo Sistema Brasileiro de Classificação de Solos, sugere maior amplitude das condições ambientais para a ocorrência dessa subordem.