924 resultados para Soil physical quality
Resumo:
In this reservoir, the parameters being assessed are very important in the aspect of fish culture. These parameters are: physical parameters which includes temperature (O), Transparency (M).Chemical parameters include: Dissolve oxygen (mg/l) pH concentration and the Biological Parameters which include phytoplankton and zooplankton. The phytoplankton and zooplankton identification and estimation were carried out in the NIFFR Limnology Laboratory, (Green House), New Bussa. Each identified zooplankton and phytoplankton species was placed according to its major group e.g. zooplankton was grouped into three families, Roifera, Cladocera and Copepods. During this study period it was observed that copepods have the highest total number of zooplankton both beside the poultry and monk (station 'A'&'B'). Water temperature of station 'A' (beside the poultry house) ranges from 27 C-29, 5 c also same station 'B' (near the monk). Dissolve oxygen station 'A' range from 6.30mg/l-7.40mg/l while that of station 'B' ranges from 6.20mg/7.50mg/l, turbidity reading of station A'ranges from 0.19m-0.3m while station 'B' ranges from 0.22m-0.37m. The last parameter, which is pH concentration, in both stations 8.2 was observed this is an indication that the pH was constant. According to some literature review all the water parameter figures obtained were good for fish culture
Resumo:
Seismic reflection methods have been extensively used to probe the Earth's crust and suggest the nature of its formative processes. The analysis of multi-offset seismic reflection data extends the technique from a reconnaissance method to a powerful scientific tool that can be applied to test specific hypotheses. The treatment of reflections at multiple offsets becomes tractable if the assumptions of high-frequency rays are valid for the problem being considered. Their validity can be tested by applying the methods of analysis to full wave synthetics.
Three studies illustrate the application of these principles to investigations of the nature of the crust in southern California. A survey shot by the COCORP consortium in 1977 across the San Andreas fault near Parkfield revealed events in the record sections whose arrival time decreased with offset. The reflectors generating these events are imaged using a multi-offset three-dimensional Kirchhoff migration. Migrations of full wave acoustic synthetics having the same limitations in geometric coverage as the field survey demonstrate the utility of this back projection process for imaging. The migrated depth sections show the locations of the major physical boundaries of the San Andreas fault zone. The zone is bounded on the southwest by a near-vertical fault juxtaposing a Tertiary sedimentary section against uplifted crystalline rocks of the fault zone block. On the northeast, the fault zone is bounded by a fault dipping into the San Andreas, which includes slices of serpentinized ultramafics, intersecting it at 3 km depth. These interpretations can be made despite complications introduced by lateral heterogeneities.
In 1985 the Calcrust consortium designed a survey in the eastern Mojave desert to image structures in both the shallow and the deep crust. Preliminary field experiments showed that the major geophysical acquisition problem to be solved was the poor penetration of seismic energy through a low-velocity surface layer. Its effects could be mitigated through special acquisition and processing techniques. Data obtained from industry showed that quality data could be obtained from areas having a deeper, older sedimentary cover, causing a re-definition of the geologic objectives. Long offset stationary arrays were designed to provide reversed, wider angle coverage of the deep crust over parts of the survey. The preliminary field tests and constant monitoring of data quality and parameter adjustment allowed 108 km of excellent crustal data to be obtained.
This dataset, along with two others from the central and western Mojave, was used to constrain rock properties and the physical condition of the crust. The multi-offset analysis proceeded in two steps. First, an increase in reflection peak frequency with offset is indicative of a thinly layered reflector. The thickness and velocity contrast of the layering can be calculated from the spectral dispersion, to discriminate between structures resulting from broad scale or local effects. Second, the amplitude effects at different offsets of P-P scattering from weak elastic heterogeneities indicate whether the signs of the changes in density, rigidity, and Lame's parameter at the reflector agree or are opposed. The effects of reflection generation and propagation in a heterogeneous, anisotropic crust were contained by the design of the experiment and the simplicity of the observed amplitude and frequency trends. Multi-offset spectra and amplitude trend stacks of the three Mojave Desert datasets suggest that the most reflective structures in the middle crust are strong Poisson's ratio (σ) contrasts. Porous zones or the juxtaposition of units of mutually distant origin are indicated. Heterogeneities in σ increase towards the top of a basal crustal zone at ~22 km depth. The transition to the basal zone and to the mantle include increases in σ. The Moho itself includes ~400 m layering having a velocity higher than that of the uppermost mantle. The Moho maintains the same configuration across the Mojave despite 5 km of crustal thinning near the Colorado River. This indicates that Miocene extension there either thinned just the basal zone, or that the basal zone developed regionally after the extensional event.
Resumo:
It is often difficult to define ‘water quality’ with any degree of precision. One approach is that suggested by Battarbee (1997) and is based on the extent to which individual lakes have changed compared with their natural ‘baseline’ status. Defining the base-line status of artificial lakes and reservoirs however, is, very difficult. In ecological terms, the definition of quality must include some consideration of their functional characteristics and the extent to which these characteristics are self-sustaining. The challenge of managing lakes in a sustainable way is particularly acute in semi-arid, Mediterranean countries. Here the quality of the water is strongly influenced by the unpredictability of the rainfall as well as year-to-year variations in the seasonal averages. Wise management requires profound knowledge of how these systems function. Thus a holistic approach must be adopted and the factors influencing the seasonal dynamics of the lakes quantified over a range of spatial and temporal scales. In this article, the authors describe some of the ways in which both long-term and short-term changes in the weather have influenced the seasonal and spatial dynamics of phytoplankton in El Gergal, a water supply reservoir situated in the south of Spain. The quality of the water stored in this reservoir is typically very good but surface blooms of algae commonly appear during warm, calm periods when the water level is low. El Gergal reservoir is managed by the Empresa Municipal de Abastecimiento y Saneamiento (EMASESA) and supplies water for domestic, commercial and industrial use to an area which includes the city of Seville and twelve of its surrounding towns (ca. 1.3 million inhabitants). El Gergal is the last of two reservoirs in a chain of four situated in the Rivera de Huelva basin, a tributary of the Guadalquivir river. It was commissioned by EMASESA in 1979 and since then the company has monitored its main limnological parameters on, at least, a monthly basis and used this information to improve the management of the reservoir. As a consequence of these intensive studies the physical, chemical and biological information acquired during this period makes the El Gergal database one of the most complete in Spain. In this article the authors focus on three ‘weather-related’ effects that have had a significant impact on the composition and distribution of phytoplankton in El Gergal: (i) the changes associated with severe droughts; (ii) the spatial variations produced by short-term changes in the weather; (iii) the impact of water transfers on the seasonal dynamics of the dinoflagellate Ceratium.
Resumo:
Liquefaction is a devastating instability associated with saturated, loose, and cohesionless soils. It poses a significant risk to distributed infrastructure systems that are vital for the security, economy, safety, health, and welfare of societies. In order to make our cities resilient to the effects of liquefaction, it is important to be able to identify areas that are most susceptible. Some of the prevalent methodologies employed to identify susceptible areas include conventional slope stability analysis and the use of so-called liquefaction charts. However, these methodologies have some limitations, which motivate our research objectives. In this dissertation, we investigate the mechanics of origin of liquefaction in a laboratory test using grain-scale simulations, which helps (i) understand why certain soils liquefy under certain conditions, and (ii) identify a necessary precursor for onset of flow liquefaction. Furthermore, we investigate the mechanics of liquefaction charts using a continuum plasticity model; this can help in modeling the surface hazards of liquefaction following an earthquake. Finally, we also investigate the microscopic definition of soil shear wave velocity, a soil property that is used as an index to quantify liquefaction resistance of soil. We show that anisotropy in fabric, or grain arrangement can be correlated with anisotropy in shear wave velocity. This has the potential to quantify the effects of sample disturbance when a soil specimen is extracted from the field. In conclusion, by developing a more fundamental understanding of soil liquefaction, this dissertation takes necessary steps for a more physical assessment of liquefaction susceptibility at the field-scale.
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The purpose of the project is to improve our understanding about best management practices that can be utilized on diked managed wetlands in Suisun Marsh for reducing the occurrence of low dissolved oxygen (DO) and high methylmercury (MeHg) events associated primarily with fall flood-up practices. Low DO events are of concern because they can lead to undue stress and even mortality of sensitive aquatic organisms. Elevated MeHg levels are of concern because MeHg is a neurotoxin that bio-magnifies up the food chain and can cause deleterious effects to higher trophic level consumers such as piscivorous fish, birds, and mammals (including humans). This study involved two years (2007-2008) of intensive field data collection at two managed wetland sites in northwest Suisun Marsh and their surrounding tidal sloughs, an area with prior documented low DO events. In addition, the study collected limited soils and water quality field data and mapped vegetation for three managed wetland sites in the central interior of Suisun Marsh, for the purpose of examining whether wetlands at other locations exhibit characteristics that could indicate potential for similar concerns. In Year 1 of the study, the objective was to identify the baseline conditions in the managed wetlands and determine which physical management conditions could be modified for Year 2 to reduce low DO and MeHg production issues most effectively. The objective of Year 2 was to evaluate the effectiveness of these modified management actions at reducing production of low DO and elevated MeHg conditions within the managed wetlands and to continue improving understanding of the underlying biogeochemical processes at play. This Final Evaluation Memorandum examined a total of 19 BMPs, 14 involving modified water management operations and the remaining five involving modified soil and vegetation management practices. Some of these BMPs were previously employed and others have not yet been tested. For each BMP this report assesses its efficacy in improving water quality conditions and potential conflicts with wetland management. It makes recommendations for further study (either feasibility assessments or field testing) and whether to consider for future use. Certain previously used BMPs were found to be important contributors to poor water quality conditions and their continued use is not recommended. Some BMPs that could improve water quality conditions appear difficult to implement in regards to compatibility with wetland management; these BMPs require further elaboration and feasibility assessment to determine whether they should be field tested. In practice for any given wetland, there is likely a combination of BMPs that would together have the greatest potential to address the low DO and high MeHg water quality concerns. Consequently, this report makes no sweeping recommendations applicable to large groups of wetlands but instead promotes a careful consideration of factors at each wetland or small groups of wetlands and from that assessment to apply the most effective suite of BMPs. This report also identifies a number of recommended future actions and studies. These recommendations are geared toward improving the process understanding of factors that promote low DO and high MeHg conditions, the extent of these problems in Suisun Marsh, the regulatory basis for the DO standards for a large estuarine marsh, the economics of BMPs, and alternative approaches to BMPs on diked managed wetlands that may address the water quality issues. The most important of these recommendations is that future BMP implementation should be carried out within the context of rigorous scientific evaluation so as to gain the maximum improvement in how to manage these water quality issues in the diked managed wetlands of Suisun Marsh.
Resumo:
O objetivo do trabalho é analisar a lagoa de Jacarepaguá e a ocupação no seu entorno de forma multitemporal, contribuindo para o melhor entendimento das atuais condições ambientais da Baixada de Jacarepaguá. A metodologia adotada buscou identificar mudanças físicas do meio a partir 1980 através da elaboração, comparação e análise de mapas de ocupação e uso dos solos relativos aos anos de 1984, 1992, 2001 e 2010, e da identificação da qualidade da água da lagoa de Jacarepaguá, das suas condições de profundidade, tamanho do espelho dágua e de sua relação com a população local. Com isso foi possível retratar formas de integração entre os processos naturais e sociais em um dado espaço-tempo assim como estabelecer tendências futuras desse ambiente. Os resultados mostram que de tempos em tempos há uma refuncionalização do espaço, que se reflete não só na conformação dos terrenos marginais alagadiços mas também nas condições físicas da própria lagoa de Jacarepaguá. Seu espelho dágua vem sendo confinado pelas formas de ocupação nas áreas das bacias fluviais e nos seus terrenos marginais (impermeabilização, aterros e obras de drenagem) fazendo com que haja uma estabilidade relativa na sua dimensão areal e também no volume de suas águas. A lagoa apresenta dados históricos de poluição por esgoto doméstico que têm acelerado suas condições naturais de assoreamento e comprometido à qualidade de suas águas. E mesmo havendo projetos e obras de saneamento para o local, verifica-se que tem havido um aumento da poluição da lagoa principalmente na sua porção oeste, conforme o resultado das análises realizadas com os dados temporais disponíveis de DBO, fósforo, Nitrogênio Kj, OD e salinidade. Isto pode ser explicado pela tendência atual da expansão urbana rumo a essa direção. Constatou-se que apesar de, por algum tempo, os tipos de terreno terem condicionado as formas de ocupação, atualmente o processo se inverteu, sendo a ocupação indutora e recondicionante da estruturação do meio. São apresentadas e caracterizadas diversas formas e respectivos tipos de usos do solo na área. Conclui-se que as condições ambientais da lagoa de Jacarepaguá e suas perspectivas futuras dependem atualmente mais da forma com que a sociedade quer e pretende incorpora-la ao seu ambiente do que da dinâmica natural do sistema físico do qual faz parte.
Resumo:
Water quality problems are reported to be the factor limiting prawn production in the local prawn farm. This investigation was carried out to monitor water quality and its relationship to physical, chemical and biological conditions in the ponds in order to establish what factors should be monitored in order to predict problems. Pond collapse was found to be associated with high concentrations of ammonium, high pH and blue-green algae dominated phytoplankton populations. There was no easy means of predicting the imminent collapse of ponds as the phenomenon was never associated with the extreme of any of the conditions monitored. Rather it seemed to be related to the stability of the pond's algal population, which was largely unaccounted for. Recommendations toward improving water quality are proposed.
Resumo:
Áreas de Preservação Permanente (APPs) configuram áreas protegidas, cobertas ou não por vegetação nativa, legalmente estabelecidas em lei. Estas possuem funções ambientais que se integram entre si e se associam às suas diferentes categorias. O trabalho objetivou a adaptação do sistema de indicadores PEIR (pressão, estado, impacto, resposta) para avaliação ambiental integrada de APPs, com aplicação na sub-bacia do rio Saracuruna, RJ. Especificamente visou: a) Levantamento da legislação pertinente às APPs inseridas no contexto do uso e ocupação do solo e gestão ambiental integrada; b) Delimitação das faixas de APP, segundo os parâmetros definidos pelo Código Florestal para cada categoria existente na área; c) Seleção de indicadores ambientais relacionados às APPs delimitadas considerando suas diversas categorias e funções ambientais associadas; d) Avaliação do potencial e limitações da aplicação de indicadores de avaliação integrada em APPs, envolvendo a espacialização das informações com suporte de geotecnologias, com enfoque para a legitimação/intervenções nas faixas inseridas na sub-bacia em estudo. Metodologicamente envolveu a pesquisa bibliográfica, compreendendo o levantamento de todo o arcabouço jurídico ambiental pertinente às APPs e das referências de cartas de indicadores; a caracterização física e humana da sub-bacia, subsidiando a delimitação e pré-avaliação de APPs; a seleção de indicadores ambientais voltados à avaliação integrada de APPs, a aplicação, com o suporte de geotecnologias, de parte destes indicadores estruturados em ciclos PEIR frente à hierarquização, exemplificativa, das funções ambientais por grupo de categorias de APPs; e, por fim, a elaboração de mapas-síntese da situação das faixas de APP ligadas à drenagem e ao relevo de altitude, com enfoque na legitimação das mesmas. A revisão das políticas específicas e transversais às APPs e de seus planos incidentes atestou uma ampla base para a gestão local ou compartilhada destas faixas, no entanto, a delimitação de APPs em função da realidade local ainda não ocorre. A Carta-síntese de indicadores de avaliação integrada de APPs na sub-bacia contemplou um conjunto de quarenta indicadores, dentre os quais vinte e seis compuseram dois ciclos aplicados e seis ciclos parcialmente aplicados. Para as APPs ligadas à drenagem e ao relevo de altitude foram aplicados, respectivamente, os indicadores de: a) pressão: Alteração de áreas naturais por áreas antrópicas e Evolução da área urbana em encostas; b) estado: Impermeabilização do solo e Qualidade ambiental das terras; c) impacto: Áreas críticas de inundação e Áreas de risco de escorregamentos ou desmoronamentos; e d) resposta: Plano de bacia hidrográfica e Áreas de risco recuperadas. Tais ciclos atestaram a precisão dos indicadores de pressão e estado quando da avaliação sobre a preservação em APPs, porém não foram capazes de explicar isoladamente a causa de impactos, os quais não ocorrem de maneira exclusiva nestas faixas. Demonstraram ainda um nível maior de antropização em APPs localizadas na porção de baixada da sub-bacia, principalmente em margens de rios. Sendo assim, cabem ações voltadas à fiscalização de APPs legitimadas, à recuperação de faixas com baixa interferência humana, e às intervenções urbanísticas ou prioritárias em áreas degradadas ou impactadas
Resumo:
A avaliação da qualidade dos solos e a redução da Mata Atlântica tem sido alvo de diversas pesquisas no Brasil e no mundo, principalmente quando estes estão atrelados ao recorte espacial de Unidades de Conservação. No entanto, tem sido difícil para os gestores dessas unidades a avaliação dos impactos ambientais gerados ao longo dos anos nas bacias hidrográficas, principalmente pela falta de investimentos. Esta dissertação teve por objetivo geral avaliar o atual estágio de degradação da bacia hidrográfica do Córrego da Caçada pertencente à Área de Proteção Ambiental Federal de Cairuçu, no município de Paraty RJ, analisando quantitativamente e qualitativamente a redução dos fragmentos de Mata Atlântica e estabelecendo relações com a degradação física e química dos solos dentro e fora dos fragmentos florestais. A metodologia utilizada para a redução ou avanço dos fragmentos de Mata Atlântica baseou-se no uso de fotografias aéreas do ano de 1956 e imagens de satélite de 2012, onde possibilitou a avaliação espaço-temporal do uso e cobertura das terras, através da produção de um mapa temático final. Além disso, foram elaborados mapas temáticos de reconhecimento da área de estudo, como o de hipsometria, de declividade, de orientação e forma das encostas, além da geração de perfis topográficos. Para a avaliação da qualidade física, química e biológica dos solos foram determinadas as curvas de distribuição granulométrica, a densidade relativa dos grãos sólidos e a densidade aparente, porosidade total, os limites de liquidez e plasticidade, a estabilidade dos agregados em água, análises morfológicas, a saturação de bases, a capacidade de troca catiônica (CTC), a saturação por alumínio, fósforo, pH e o carbono orgânico. Para tal, foi realizada a abertura de três perfis, sendo um em área de fragmento florestal e dois em áreas de pasto. O resultado das análises permitiu, segundo a Sociedade Brasileira de Ciência do solo, a classificação de dois tipos de solos na bacia, sendo: Cambissolo Háplico Tb Distrófico Típico em área fragmento florestal e em área de pasto, e um Latossolo Amarelo Tb Distrófico Típico em área de pasto. Os resultados de laboratório mostraram que os solos avaliados têm baixa fertilidade e valores variados nos resultados de física do solo. No entanto, além do histórico de uso do solo caracterizado pelas práticas rudimentares do manejo empregado pelos Caiçaras, o clima predominante na região possibilita um regime pluviométrico anual que passa dos 2.000mm de chuva/ano, caracterizando solos muito lixiviados e pobres quimicamente. Portanto, conclui-se que a relação das propriedades físicas e químicas avaliadas junto ao manejo inadequado ao longo dos anos tem apresentado um cenário de grandes dificuldades para a recuperação florestal na bacia hidrográfica do Córrego da Caçada, o que mostra a importância da avaliação dos impactos ambientais não só pelo recorte de bacias hidrográficas, como contextualizar seu posicionamento dentro de Unidades de Conservação, com legislações e objetivos específicos.
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Stabilisation/solidification (S/S) is an effective technique for reducing the leachability of contaminants in soils. Very few studies have investigated the use of ground granulated blast furnace slag (GGBS) for S/S treatment of contaminated soils, although it has been shown to be effective in ground improvement. This study sought to investigate the potential of GGBS activated by cement and lime for S/S treatment of a mixed contaminated soil. A sandy soil spiked with 3000mg/kg each of a cocktail of heavy metals (Cd, Ni, Zn, Cu and Pb) and 10,000mg/kg of diesel was treated with binder blends of one part hydrated lime to four parts GGBS (lime-slag), and one part cement to nine parts GGBS (slag-cement). Three binder dosages, 5, 10 and 20% (m/m) were used and contaminated soil-cement samples were compacted to their optimum water contents. The effectiveness of the treatment was assessed using unconfined compressive strength (UCS), permeability and acid neutralisation capacity (ANC) tests with determination of contaminant leachability at the different acid additions. UCS values of up to 800kPa were recorded at 28days. The lowest coefficient of permeability recorded was 5×10(-9)m/s. With up to 20% binder dosage, the leachability of the contaminants was reduced to meet relevant environmental quality standards and landfill waste acceptance criteria. The pH-dependent leachability of the metals decreased over time. The results show that GGBS activated by cement and lime would be effective in reducing the leachability of contaminants in contaminated soils.
Resumo:
PURPOSE: Stabilisation/solidification (S/S) has emerged as an efficient and cost-effective technology for the treatment of contaminated soils. However, the performance of S/S-treated soils is governed by several intercorrelated variables, which complicates the optimisation of the treatment process design. Therefore, it is desirable to develop process envelopes, which define the range of operating variables that result in acceptable performance. METHODS: In this work, process envelopes were developed for S/S treatment of contaminated soil with a blend of hydrated lime (hlime) and ground granulated blast furnace slag (GGBS) as the binder (hlime/GGBS = 1:4). A sand contaminated with a mixture of heavy metals and petroleum hydrocarbons was treated with 5%, 10% and 20% binder dosages, at different water contents. The effectiveness of the treatment was assessed using unconfined compressive strength (UCS), permeability, acid neutralisation capacity and contaminant leachability with pH, at set periods. RESULTS: The UCS values obtained after 28 days of treatment were up to ∼800 kPa, which is quite low, and permeability was ∼10(-8) m/s, which is higher than might be required. However, these values might be acceptable in some scenarios. The binder significantly reduced the leachability of cadmium and nickel. With the 20% dosage, both metals met the waste acceptance criteria for inert waste landfill and relevant environmental quality standards. CONCLUSIONS: The results show that greater than 20% dosage would be required to achieve a balance of acceptable mechanical and leaching properties. Overall, the process envelopes for different performance criteria depend on the end-use of the treated material.