O desenvolvimento econômico e o aumento da produtividade agrícola intensificaram o uso de produtos químicos nas lavouras. Quando se pretende quantificar o impacto ambiental de tal uso é necessário empregar modelos que descrevam o fluxo de água e solutos na região não saturada do solo. Para esse fim, um dos parâmetros mais eficazes é conhecer a retenção de água no solo. O objetivo deste trabalho foi desenvolver funções de pedotransferência (FPTs) que estimassem a partir de análise em redes neurais artificiais (RNAs) a retenção de água nos solos da microbacia hidrográfica do ribeirão Canchim, município de São Carlos, SP. Os atributos físicos, textura (argila, silte e areia), densidade e resistência à penetração dos solos: LVAd, LVe, LVdf e NVef, manejados com e sem cobertura vegetal e sob mata foram determinados com equipamentos não convencionais na Embrapa Instrumentação Agropecuária em São Carlos, SP. Esses parâmetros foram utilizados como variáveis de entrada nas duas redes neurais artificiais. Foram obtidas, ainda, as curvas de retenção de água no solo por meio da câmara de pressão de Richards e da tomografia computadorizada, além da porosidade total e da condutividade hidráulica não saturada. O analisador granulométrico de solos e o penetrômetro associado a TDR possibilitaram a obtenção de um grande número de dados. Os atributos físicos dos solos apresentaram grande variabilidade em função da constituição granulométrica e manejos adotados. As RNAs foram eficientes no desenvolvimento de FPTs capazes de estimar a retenção de água com base em propriedades básicas de solo obtidas em grande número. / Economic development and increasing agricultural productivity have intensified the use of chemical products in farming. The quantification environmental impact of these products requires the use of models that describe the flow of water and solutes in the unsaturated region of the soil. For this purpose, one of the most effective parameters belong to the water retention curve of the soil. The purpose of this work was to develop pedotransfer functions (PTFs) to estimate the retention of water by soils of the hydrographic microbasin of the Canchim river, in the municipality of São Carlos, state of São Paulo, Brazil, based on artificial neural networks (ANNs). The physical attributes, granulometry (clay, silt and sand), density and resistance to penetration of LVAd, LVe, LVdf and NVef soils, managed with and without vegetal cover and under forest, were determined using nonconventional equipment at Embrapa Instrumentação Agropecuária in São Carlos, SP. These parameters were used as input variables for two artificial neural networks. The soils\' water retention curves were also obtained using a Richards pressure chamber and computed tomography, as well as their total porosity and unsaturated hydraulic conductivity. A soil granulometric analyzer and a penetrometer allied to TDR provided a large number of data. The soils\' physical attributes displayed a wide variability as a function of their granulometric constitution and adopted managements. The ANNs were effective in developing PTFs able to estimate the water retention based on the large number of basic soil properties.

Made available in DSpace on 2014-08-20T14:36:56Z (GMT). No. of bitstreams: 1 Tese_ Alvaro_ Luiz_ Carvalho_ Nebel.pdf: 1615608 bytes, checksum: cf5d12660d9ae82ddc2e973b92c9812e (MD5) Previous issue date: 2009-04-24 / The understanding of the dynamics of the water in the soil-plant-atmosphere system, including the water availability to the crops, soil water infiltration, drainage and soil solute movement, depends on the knowledge of the relation between the soil water content and the matric potential, represented by the soil water retention curve (SWRC). However, the establishment of SWRCs is laborious and time consuming, besides being costly. A alternative is its estimate through statistical equations called Pedotransfer Functions (PTFs). The aim of this study was to evaluate the ability of some existing PTFs, in predicting the soil water retention and to capture its spatial variability structure, using geostatistical tools, when applied in a lowland soil of the south region of Brazil. For this, an experimental 10 x 10 m grid was established and soil disturbed and undisturbed samples were collected in the 0-0.20 m soil depth, totaling 100 experimental points. The following soil attributes were determined in each point: soil texture, soil organic carbon, pH, cation exchange capacity, soil bulk density, and the soil water retention curve. Eight developed PTFs for estimating gravimetric soil water content, eight for estimating volumetric water content and five for estimating the van Genuchten model parameters were evaluated using the statistical measures mean error (ME), and the root mean square error (RMSE). Results indicated that the Oliveira et al. (2002) PTF presented the best performance for estimating the gravimetric soil water content at the tension of 33kPa, with mean error (ME) value of 0.0136g.g-1, while for the gravimetric water content at tension of 1500kPa the Pidgeon (1972) FPT was the best, with ME value of -0,0054g.g-1. Concerning to the potential of describing the spatial variability structure the Bell & van Keulen (1995 and 1996) and of Urach (2007) PTFs presented the best performance based on the results from the cross validation technique. For estimating the soil water volumetric content at the tension of 10kPa the Tomasela et al. (2002) was the best (ME of 0.019cm3.cm-3), while Rawls et al. (1982) and van den Berg et al. (1997) PTFs were the best for estimating soil water content at the tension of 33kPa (ME of 0.001cm3.cm-3) and 1500kPa (ME of -0.008cm3.cm-3), respectively. The range and sill geostatistical parameters for the tension of 33kPa were reasonable estimated, while for the tension of 1500kPa they were underestimated by the evaluated PTFs. The Parametric Pedotransfer Function constructed by Vereecken et al.(1989) presented the lowest value of ME (0.0247cm3.cm-3), while the Hodnett and Tomasella (2002) PTF presented the lowest value of RMSE (0.0367 cm3.cm-3). Both PTFs well described the experimental semivariograms of the soil water content at the tensions of 10kPa and 33kPa, however their performance was not good for the tension of 1500kPa. / Estudos que envolvem a dinâmica da água no sistema solo-planta-atmosfera tais como disponibilidade de água no solo para as culturas, infiltração, drenagem e movimento de solutos no solo necessitam do conhecimento da relação entre o conteúdo de água no solo e o potencial matricial, representada pela curva de retenção de água no solo. No entanto, sua execução é laboriosa, demanda considerável tempo e custos. Uma alternativa é sua estimativa através de equações estatísticas denominadas Funções de Pedotransferência (FPTs). O objetivo deste estudo foi avaliar o desempenho de funções de pedotransferência em estimar a retenção de água no solo e capturar a sua estrutura de variabilidade espacial, usando ferramentas geoestatísticas, quando aplicadas em um solo de várzea da região sul do Brasil. Para isto, uma malha experimental de 10m x 10m foi estabelecido e amostras deformadas e indeformadas do solo foram coletadas representativas da camada de 0 0,20m, totalizando 100 pontos amostrais. Os seguintes atributos do solo foram determinados em cada ponto: textura, carbono orgânico, pH, capacidade de troca de cátions, densidade do solo e a curva de retenção de água no solo. Oito FPTs desenvolvidas para estimar o conteúdo gravimétrico de água no solo, oito para estimar o conteúdo volumétrico e cinco para estimar os parâmetros do modelo de van Genuchten foram avaliadas, usando as medidas estatísticas erro médio (ME) e raiz quadrada do erro médio ao quadrado (RMSE). Os resultados obtidos para a estimativa do conteúdo de água gravimétrico mostram que a FPT de Oliveira et al. (2002) apresentou o melhor desempenho para a tensão de 33kPa, com erro médio (ME) de 0,0136g.g-1, enquanto para a tensão de 1500kPa a FPT de Pidgeon (1972) foi melhor, com ME de -0,0054g.g-1. Com relação ao potencial de descrever a estrutura de variabilidade espacial do conjunto de dados medidos, as FPTs desenvolvidas por Bell & van Keulen (1995 e 1996) e Urach (2007) foram as que apresentaram melhor desempenho baseado nos resultados da validação cruzada. Para o conteúdo volumétrico de água retida no solo, os melhores desempenhos foram obtidos pela FPT de Tomasela et al.(2003) para a tensão de 10kPa, Rawls et al. (1982) para 33kPa e van den Berg et al.(1997) para 1500kPa, com ME iguais a 0,019cm3.cm-3, 0,001cm3.cm-3 e -0,008cm3.cm-3, respectivamente. Os parâmetros da estrutura de dependência espacial, alcance e patamar, para a tensão de 33kPa foram razoavelmente estimados, enquanto para a tensão de 1500kPa foram subestimados pelas FPTs avaliadas. A FPT paramétrica desenvolvida por Vereecken et al. (1989) apresentou o menor valor de ME (0,0247cm3.cm-3), enquanto a FPT de Hodnett e Tomasella (2002) apresentou o menor valor de RMSE (0,0367 cm3.cm-3). Ambas FPTs descreveram bem os semivariogramas experimentais do conteúdo de água retido no solo a 10kPa e 33kPa, entretanto para a tensão de 1500kPa nenhuma das FPTs testadas apresentou bom desempenho.

Gelfill (GF) is made of tailings, water, binder and chemical additives (Fillset, sodium silicate gel). The components of GF are combined and mixed on the surface and transported (by gravity and/or pumping) to the underground mine workings, where the GF can be used for both underground mine support and tailings storage. Thermal (T), hydraulic (H), and mechanical (M) properties are important performance criteria of GF. The understanding of these engineering properties and their evolution with time are still limited due to the fact that GF is a new cemented backfill material. In this thesis, the evolution of the thermal, hydraulic, mechanical, and microstructural properties of small GF samples are determined. Various binder contents of Portland cement type I (PCI) are used. The GF is cured for 3, 7, 28, 90, and 120 days. It is found that the thermal, hydraulic and mechanical properties are time-dependent or affected by the degree of binder hydration index. Furthermore, a relationship is found between the compressive strength and the saturated hydraulic conductivity of the GF samples. The unsaturated hydraulic properties of GF samples have also been investigated. The outcomes show that unsaturated hydraulic conductivity is influenced by the degree of binder hydration index and binder content, especially at low suction ranges. Simple functions are proposed to predict the evolution of air-entry values (AEVs), residual water content, and fitting parameters from the van Genuchten model with the degree of hydration index (α). Furthermore, two columns are built to simulate the coupled thermo-hydro-mechanical (THM) behaviour of GF under drained and undrained conditions. The obtained results from the GF columns are compared with the small samples. It is observed that the mechanical properties, hydraulic properties (suction and water content), and temperature development are strongly coupled. The magnitude of these THM coupling factors is affected by the size of the GF. The findings also show that the mechanical, hydraulic and thermal properties of the GF columns are different from samples cured in plastic moulds.

This diploma thesis deals with the study of the influence of cellulose ethers on the properties of hydraulic lime mortars. The availability and price of cellulose ethers in the industrial market is very favorable, but we can´t meet with studies using cellulose ethers in building materials, where lime is used as a binder. Cellulose ethers are commonly used as thickening agents in cement-based materials. The purpose of this diploma thesis is to review if cellulose ethers are appropriate for use in hydraulic lime mortars, either as water retention agents that contribute by water retention to better hydration of hydraulic binder components or to affect the properties of mortar in the fresh state. The theoretical part is dedicated to cellulose ethers, especially their production and how they influence the properties of building materials. In the practical part, the thesis deals with the influence of the dose of five different types of cellulose ethers on the properties of hydraulic lime. The properties in the fresh state and the physical-mechanical properties of mortars were monitored over time.

Ce travail de thèse a pour objet l’étude du comportement hydromécanique endommageable des géomateriaux non saturés. Plus précisément, cette recherche est appliquée à l’étude du comportement de galeries de stockage de déchets radioactifs en formation géologique profonde. Dans un premier temps, après avoir résumé les principaux traits du comportement hydromécanique des géomateriaux, en insistant sur l’effet de la succion et de l’endommagement mécanique, un nouveau modèle PPE-NS couplant les aspects hydromécaniques, de plasticité et d’endommagement isotrope est présenté. Etabli dans le cadre de la thermodynamique des milieux poreux, il est basé sur le concept de contrainte effective plastique et de la pression interstitielle équivalente. Supposant une distribution bimodale de tailles des pores pour les milieux poreux endommagés, l'effet d'endommagement sur le comportement hydraulique est modélisé au moyen des fonctions phénoménologiques. L’endommagement intervient donc aussi bien sur le comportement mécanique qu'hydraulique dans ce modèle. La prise en compte des contributions à l’énergie des interfaces venant à la fois de l'interaction mécanique entre les phases solide et fluide (via la pression équivalente) et du mécanisme physico-chimique de rétention d'eau (via la fonction de rétention d’eau) permet à ce modèle de décrire de façon pertinente le couplage bilatéral entre elles. Dans un deuxième temps, ce modèle rhéologique est appliqué au comportement de l’argillité du Callovo-Oxfordian, qui est potentiellement la roche hôte du stockage de déchets nucléaires en France, afin d’étudier les évolutions hydromécaniques d’une galerie type selon son cycle de vie simplifié. Tout d’abord, ce modèle est validé par des essais mécaniques et hydrauliques au laboratoire, en considérant des échantillons « homogènes ». Ensuite, l’approche analytique est utilisée pour constituer une solution exacte de référence de ce problème dans un cas limite d’une roche hôte poro-viscoplastique saturée. Cette solution permet de mieux comprendre l’effet du fluage sur le comportement de la galerie et aussi de tester la fiabilité d’autres solutions numériques complexes développées par la suite. Enfin, l’approche numérique des éléments finis est mise en œuvre afin d'implémenter le nouveau modèle PPE-NS dans un code de calcul initialement développé au LGCB (Laboratoire Génie Civil et Bâtiment). Sa validité est partiellement vérifiée en considérant le comportement « limite » en photoélasticité d'une galerie non revêtue ou des solutions quasi-analytiques ont été développées. Des études paramétriques dans le cas général d'un tunnel revêtu montrent la cohérence du modèle et mettent en lumière l’influence de la désaturation sur le comportement de la galerie. / This thesis aims to study the damageable hydromechanical behavior of unsaturated geomaterials. More precisely, the research is applied to study the behavior of underground galleries of radioactive waste disposals in deep geological formations. Firstly, after summarizing the main features of the hydro-mechanical behavior of geomaterials, emphasizing the effect of suction and damage, a new model PPE-N coupling hydromechanical interactions with plasticity and isotropic damage is presented. Established in the framework of thermodynamics of porous media, it is based on the concept of the so called plastic effective stress and equivalent pore pressure. Assuming a bimodal pore size distribution for cracked porous media and using the concept of bundle cylindrical capillaries, damage effects on hydraulic behaviour (water retention curve and hydraulic conductivity) is modelled using phenomenological functions. The accountance of the contributions to the interfacial energy from the mechanical internations between solid and fluid phases (via theequivalent pore pressure) as well as the physico-chemical mechanism of water retention (via the water retention function) enables this model to describe in apertinent manner bilateral couplings between them.Secondly, this constitutive model is applied to Callovo- Oxfordian argillite, which is the potential host rock for the French nuclear waste disposal, and then to study the evolution of the hydromechanical responses of an underground gallery according to its simplified life cycle. The model is first validated against a range of mechanical and hydraulic laboratory tests, considering "homogeneous" samples. The analytical approach is then used to provide an exact reference solution of this problem in the limiting case of a saturated poro-viscoplastic host rock. This solution allows to better understand the effect of creep on the behavior of the gallery and also to test the precision of other complex numerical solutions . Finally, the numerical approach using finite elemnts is used to implement the new model EPP-NS in a computer code originally developed in LGCB (Laboratoire Genie Civil et Batiment). Its validity is partly checked by examining the poroelastic behavior of an unlined tunnel where quasi-analytical solutions have been developed. Parametric studies in the generalcase of a lined tunnel demonstrate the consistency of the model and highlight the influence of desaturation on the behavior of the gallery.

Soil is an important ecosystem and at the same time filter and storage for water. With respect to flood and erosion prevention, it is important to improve water retention and infiltration rates in soils to reduce surface run-off. The aim of the study is to quantify the influence of biogenic macropores on infiltration. The effect of the cropping system and management practices on macropore density and infiltration rate was examined. Soil hydraulic conductivity was determined by soil column experiments and field investigations using a hood infiltrometer and rainfall-simulation experiments. Macropores have a great effect on hydraulic conductivity. A large macropore-density results in high infiltration rates. This relationship is described with the skinfactor, applying the Erosion-2D model to adjust infiltration rates. Conservative agricultural management practices show positive effects on earthworm population and hence macropore density. The beneficial effects of no-tillage include less soil disturbance, greater quantities of crop-residues remaining on the soil surface and increased soil moisture.:Abkürzungs- und Symbolverzeichnis Tabellenverzeichnis Abbildungsverzeichnis Danksagung Summary 1 Einleitung 1.1 Motivation und Ziel der Arbeit 2 Stand des Wissens 2.1 Grundlagen zum Wasserfluss im Boden 2.1.1 Beschreibung des Infiltrationsprozesses im Boden 2.2 Definition des Begriffes Makropore, deren Entstehung und Einflüsse im Boden 2.2.1 Zusammenhang zwischen Bodenbearbeitung und dem Vorhandensein von Makroporen 2.2.2 Einfluss der Makroporen auf den Wasserfluss und die Infiltration 2.3 Ansätze zur Modellierung des Makroporenflusses 2.3.1 Dual-Porositäts-Modelle 2.3.2 Einfache empirische Schätzverfahren 3 Material und Methoden 3.1 Standorte 3.2 Geländeversuche 3.2.1 Erfassung bodenphysikalischer Parameter 3.2.2 Ermittlung der hydraulischen Leitfähigkeit 3.2.2.1 Haubeninfiltrometermessungen 3.2.2.2 Beregnungsversuche 3.2.3 Erfassung des Makroporensystems 3.3 Säulenversuche 3.3.1 Vorversuche 3.3.2 Experimente mit L. terrestris 3.3.3 Experimente mit künstlichen Makroporen 3.3.4 Experimente ohne Makroporen 3.4 Ableitung des Modellparameters Skinfaktor 4 Ergebnisse 4.1 Ergebnisse der Geländeversuche am Standort Lüttewitz 4.1.1 Bodenphysikalische Parameter 4.1.2 Beregnungsexperimente 4.1.3 Hydraulische Leitfähigkeit 4.1.4 Makroporensystem 4.1.5 Auswertung der Tracerversuche am Standort Lüttewitz 4.2 Ergebnisse der Geländeversuche Standort Oberwinkel 4.2.1 Bodenphysikalische Parameter 4.2.2 Beregnungsexperimente 4.2.3 Makroporensystem 4.2.4 Skinfaktorenermittlung 4.3 Ergebnisse aus den Säulenversuchen 4.3.1 Verteilung der Grabgänge 4.3.2 Messung der hydraulischen Leitfähigkeit 5 Interpretation und Diskussion der Ergebnisse 5.1 Experimente im Gelände 5.1.1 Vergleich der kf-Werte aus Haubeninfiltrometermessung und Beregnung 5.2 Auswertung und Interpretation der Ergebnisse aus den Säulenversuchen 5.3 Vergleich Makroporenkennwerte mit bodenhydrologischen Messgrößen 5.4 Vergleich Makroporenkennwerte mit Modellparametern 5.5 Einfluss der Bewirtschaftung 6 Zusammenfassung Literaturverzeichnis

This thesis deals with the projection of water management and erosion control measures in the Javornický stream floodplain to improve water quality in the Rosnička pond near the town of Svitavy. In the teoretical part, the author summarized current practices in the areas of small river restorations and protection against soil erosion in the Czech Republic. In the practical part, the analasis of the area was first made, including the analysis of natural conditions, hydroecological monitoring of watercourses according to the HEM 2014 method and quantification of soil loss conditions according to the USLE method. Then, revitalization measures on the Javornický stream were designed to improve the self-purification of water and the restoration of ground water in the floodplain, as well as two variants of erosion control measures on agricultural areas to reduce the input of sediments into the hydrographic network. Finally, conceptual and technical recommendations for the implementation of these measures were formulated, as a basis for planning and decision-making of the political leadership of the town of Svitavy.

<p>Moisture can significantly affect flexible pavement performance. As such, it is crucial to remove moisture as quickly as possible from the pavements, mainly to avoid allowing moisture into the pavement subgrade. In the 1990s the Indiana Department of Transportation (INDOT) adopted an asphalt pavement drainage system consisting of an open-graded asphalt drainage layer connected to edge drains and collector pipes to remove moisture from the pavement system.</p> <p>Over the intervening two decades, asphalt pavement materials and designs have dramatically changed in Indiana, and the effectiveness of the pavements drainage system may have changed. Additionally, there are challenges involved in producing and placing open-graded asphalt drainage layers. They can potentially increase costs, and they tend to have lower strength than traditional dense-graded asphalt pavement layers. </p> <p>Given the potential difficulties, the overall objective of this research was to evaluate the effectiveness of the INDOT’s current flexible pavement drainage systems given the changes to pavement cross-sections and materials that have occurred since the open-graded drainage layer was adopted. Additionally, the effectiveness of the filter layer and edge drains were examined.</p><p><br>Laboratory experiments were performed to obtain the hydraulic properties of field-produced asphalt mixture specimens meeting INDOT’s current specifications. The results were used in finite element modeling of moisture flow through pavement sections. Modeling was also performed to investigate the rutting performance of the drainage layers under various traffic loads and subgrade moisture conditions in combination with typical Indiana subgrade soils. The modeling results were used to develop a design tool that can assist the pavement designer in more accurately assessing the need for pavement drainage systems in flexible pavements.<br></p>

The intensification of biofuel production causes negative impacts on soil quality, thus the soil requires adequate assessment to ascertain its quality status, however site-specific nature of results in literature requires independent soil property measurement and assessment depending on specific agroecosystem and management goals. Therefore, the main objective of this study was to investigate seasonal pattern of soil quality, soil water and thermal regimes and performance of sugarcane and tung crops at the experimental station of Soils Department, Federal University of Santa Maria, Santa Maria, RS, Brazil. The sugarcane experiment (three seasons) was established in 2010 under no-tillage; no-tillage + compaction; conventional tillage and chiseling treatments in a randomized complete block design with three replications. In years 2011 and 2012, there was no soil disturbance; however residue mulching was imposed, giving split-plot design. The tung-based cropping system (two seasons, 2012-2014) was a randomized complete block design experiment with four replications. The treatments were: tung-crambe-sunflower/soybean + inorganic fertilizer; tung-crambe-sunflower/soybean + organic manure; tung-oats-peanut; and sole tung (control). Crambe and oats were planted in winter while sunflower (1st year)/soybean (2nd year) and peanut were planted in summer. Disturbed and undisturbed (using cores of known volume) soil samples were collected from soil layers 0-10, 10-20, 20-40 and 40-60 cm in sugarcane, and 0-10, 10-20, 20-40, 40-60 and 60-80 cm in tung for the laboratory determination of soil quality indicators. There was field monitoring of soil water retention, matric potential and soil temperature and agronomic parameters measured include sugarcane yield and tung plant height. Minimum data set for soil quality assessment was made using principal component analysis and soil quality index was obtained using weighted additive method. The temporal patterns of soil water storage and temperature were evaluated using algorithms for time series data. Except for Ma in 0-10 cm layer of tillage plots, both tillage and residue mulching did not significantly affect (p<0.05) the soil quality indicators, overall soil quality, water retention and sugarcane yield. The degree of compaction was not enough to limit sugarcane growth. Residue retention significantly influenced temporal processes of soil temperature and state-time analysis was better than classical regression of time series analysis of soil water storage and temperature. Cropping system did not significantly influence (p<0.05) soil quality indicators, overall SQI and tung plant height, but significant influenced soil water retention. For the two experiments, there was no discernible trend in the seasonal values of soil hydro-physical variables and crop response. / A intensificação da produção de biocombustíveis pode prejudicar a qualidade do solo. Portanto, para evitar a degradação do solo é necessário monitorar periodicamente os atributos mais afetados pela atividade agrícola. Assim, o objetivo deste estudo foi investigar o padrão sazonal da qualidade, da água e regimes térmicos do solo, bem como o desempenho das culturas da cana-de-açúcar e do tungue na estação experimental do Departamento de Solos da Universidade Federal de Santa Maria, Santa Maria, RS, Brasil. Para isso foram avaliados dois experimentos. O experimento de cana-de-açúcar (três anos de cultivo) foi implantado em 2010 e os tratamentos foram: plantio direto; plantio direto com compactação adicional; preparo convencional e; escarificado, distribuídos em um delineamento de blocos casualizados com três repetições. Nos anos de 2011 e 2012, não houve revolvimento do solo, mas foi adicionada cobertura vegetal morta, designando um esquema de parcelas subdivididas. Para o sistema de cultivo do tungue (dois anos de cultivo, 2012-2014) foi utilizado um experimento de blocos ao acaso com quatro repetições. Os tratamentos foram: tungue-crambe-girassol / soja com fertilizantes inorgânicos; tungue-crambe-girassol / soja com adubação orgânica; tungue-aveia-amendoim; e tungue (controle). Crambe e aveia foram plantadas no inverno, enquanto girassol (1° ano) / soja (2º ano) e amendoim foram plantados no verão. Amostras de solo com estrutura alterada e preservada foram coletadas (usando cilindros com 57 mm de diâmetro e 40 mm de altura) nas camadas de 0-10, 10-20, 20-40 e 40-60 cm na cana-de-açúcar, e de 0-10, 10-20, 20-40, 40-60 e 60-80 cm no tungue para a determinação laboratorial dos indicadores de qualidade do solo. Houve o monitoramento á campo da temperatura, umidade potencial matricial da água no solo e parâmetros agronômicos incluindo a produtividade da cana-de-açúcar e altura da planta de tungue. Um conjunto mínimo de dados para a avaliação da qualidade do solo foi obtido através da análise de componentes principais e o índice de qualidade do solo foi obtido pelo método aditivo ponderado. Os padrões temporais de armazenamento de água do solo e a temperatura do solo foram avaliados utilizando algoritmos para dados de séries temporais. Exceto para a macroporosidade, na camada de 0-10 cm dos tratamentos com preparo do solo, o preparo e a cobertura de palha não afetaram significativamente (p <0,05) os indicadores de qualidade do solo, o índice de qualidade do solo, a retenção de água ou a produtividade de cana-de-açúcar. O grau de compactação não foi suficiente para limitar o crescimento da cana-de-açúcar. A permanência da palha na superfície influenciou significativamente os processos temporais de temperatura do solo e a análise temporal foi melhor do que a análise de regressão clássica para a análise das séries temporais de armazenamento de água e temperatura do solo. O sistema de cultivo não influenciou significativamente (p<0,05) os indicadores de qualidade do solo, o índice de qualidade do solo e a altura da planta, mas influenciou significativamente a retenção de água do solo. Nos dois experimentos, não houve nenhuma tendência clara nos valores sazonais de variáveis físico-hídricas do solo e na resposta da cultura.

The present work was accomplished in a slope with a pedological system composed of Red Argisol/Gleysol, in a pasture area located in an unit of agricultural production in the municipal district of Santa Maria - RS. It aimed at the characterization morphologic and the physic-hydrical and the discretization of the variability of the loss of soil of the slope. Thirteen aligned profiles were selected in a toposequency, of a total of 57, reconstituted by the polls method. After description the approach of the pedologic system in the thirteen profiles, considering the vertical and lateral succession of the verified horizons, the samples were collected for the chemical and physical-hydrical determinations in laboratory (texture, densities, porosities, retention hydrical and availability of water, saturated hydraulic conductivity and permeability to the air), in three sampling orientations. Furthermore, the soil losses were estimated through the coupling of the Universal Equation of Loss of the Soil - RUSLE, in SIG atmosphere. In the toposequency, three profiles were classified as Gleysol and the others as Red Argisol. Argisols and Gleysols presented variated chemical and physical limitations, producing strong use limitation. The horizons Bt in Argissolos are found in different depths in the studied profiles, implicating different behaviors, depending on the thickness of the horizons upper (suprajacente) The physical-hydrical dynamics of the system is marked by a different behavior among the surface (loam) and the subsurface (clayer), and it should be understood, considering the group of the horizons of each profile, to predict the physical-hydrical behavior of the soil. The saturated hydraulic conductivity of the soil presented a variation along the horizons of the soil profiles in different positions of the landscape, with great differences among the values observed in surface in relation to the ones of the subsurface, identifying the existence of a lateral flow of water in the soil, mainly in the portion of the hillside and its space variation in a topographical sequence. In the podzolic cover, the blockade of vertical drainage occurs in the top of the horizon Bt, generating a more humid zone above. The smallest retention of water in all the profiles occured in the loam horizons, Ap and A1, in all the tensions, while in the deepest horizons, Bt1 and Bt2, there was a larger retention as a consequence of the decrease of the sand tenor and increase of the clay tenor. The transition horizons, AB and BA, presented an intermediate behavior. The available water in the soil for the plants was influenced directly by the texture, which increased with the increment of the sand fraction and it decreases with the increase of the clay fraction. With the drier of the soil the permeability to the air tends to increase due to the drainage of the water of the pores which start to conduct air, being highly dependent of the macroporosity. The animal trampling and the preparation operations promoted an increase of the soil density, resulting in the reduction of the total porosity and of the macroporosity and consequently an increase in the microporosity in the horizons Ap and A1, which suffer the direct effects of the anthropic activity. The methodology application that engagement RUSLE in atmosphere SIG, allowed the discretization of the space variability of the factors that determine the losses, as well as the soil losses in a slope of the Central Depression of RS. / O presente trabalho foi realizado em uma vertente com sistema pedológico composto de Argissolo/Gleissolo, em área de pastagem, localizada em uma unidade de produção agropecuária, no município de Santa Maria RS. Objetivou-se, a caracterização morfológica e físico-hídrica e a discretização da variabilidade das perdas de solo da vertente. Foram selecionados treze perfis alinhados em uma topossequência, de um total de 57, descritos pelo método de tradagem. Após abordagem morfológica do sistema pedológico nos treze perfis, considerando a sucessão vertical e lateral, dos horizontes constatados, procederam-se as coletas de amostras para as determinações químicas e análise granulométricas, e em três orientações de amostragem as determinações físicohídricas (densidades, porosidades, retenção hídrica, condutividade hidráulica do solo saturado e permeabilidade ao ar). Além disso, foi estimada as perdas de solo através do acoplamento da Equação Universal de Perda do Solo RUSLE, em ambiente SIG. Na topossequência, três perfis foram classificados como Gleissolo e os demais como Argissolo Vermelho. Os Gleissolos apresentaram limitações variadas decorrentes do excesso de água e os Argissolos limitações químicas e físicas. O horizonte Bt nos Argissolos, encontra-se em profundidades variadas nos perfis estudados, implicando comportamentos distintos, dependendo da espessura do (s) horizontes (s) suprajacente (s). A dinâmica físico-hídrica do sistema, caracteriza-se por um comportamento distinto entre a superfície (textura média) e a subsuperfície (textura argilosa) devendo ser compreendida, considerando o conjunto dos horizontes de cada perfil, para predizer o comportamento físico-hídrico do solo. A condutividade hidráulica do solo apresentou variação ao longo dos horizontes dos perfis de solo em diferentes posições da paisagem, ocorrendo grandes diferenças entre os valores observados em superfície em relação a subsuperfície, identificando-se a existência de fluxo lateral de água no solo, principalmente, na porção da encosta e a sua variação espacial em uma sequência topográfica. Na cobertura argissólica, o bloqueio de drenagem vertical ocorre no topo do horizonte Bt, originando acima deste uma zona mais úmida. A menor retenção de água em todos os perfis ocorreu nos horizontes com textura média, Ap e A1, em todas as tensões, enquanto que nos horizontes mais profundos, Bt1 e Bt2, houve maior retenção, como consequência da diminuição do teor de areia e aumento do teor de argila. Os horizontes de transição, AB e BA, apresentaram um comportamento intermediário. A água disponível no solo para as plantas foi influenciada diretamente pela granulometria, aumentando nos horizontes com maior percentual de areia e diminuindo com o aumento da fração argila. Com o secamento do solo a permeabilidade ao ar tende a aumentar devido à drenagem da água dos poros os quais passam a conduzir maior quantidade de ar, sendo altamente dependente dos macroporos. O pisoteio animal e as operações de preparo promoveram aumento da densidade do solo, resultando na redução da porosidade total e da macroporosidade e consequentemente um aumento na microporosidade nos horizontes Ap e A1, os quais sofrem os efeitos diretos das atividades antrópicas. A aplicação de metodologia que acopla a RUSLE em ambiente SIG, permitiu a discretização da variabilidade espacial dos fatores que influenciam as perdas, bem como as perdas de solo de uma vertente da Depressão Central do RS.