A proposta apresentada se baseia na introdução de um estágio intermediário de desinfecção previamento ao tratamento biológico visando intensificar os efeitos do estágio seguinte destinado à desinfecção convencional. Para estudo de caso foram aplicadas as técnicas de ozonização e radiação UV combinadas em instalações piloto que simulam duas condições seqüenciais de desinfecção. O desempenho do método proposto foi avaliado através de exames microbiológicos de amostras do efluente anaeróbio previa e posteriormente à desinfecção, utilizando indicadores de contaminação por bactérias (Escherichia coli e coliformes totais), vírus (colifagos) e protozoário (Clostridium perfringens). Os resultados obtidos no sistema combinado pré-desinfecção/desinfecção revelaram eficiência de inativação superior quando comparada ao procedimento convencional. Nas análises de E.coli, por exemplo, a aplicação de apenas 1 mg de ozônio/L ou 51 mW de radiação/'CM POT.2', na primeira etapa de desinfecção, foi suficiente para se alcançar 1 log acima do valor correspondente ao método convencional. Mesmo indicadores mais resistentes como C. perfringens apresentaram redução da fração N/No da ordem de 1 log em relação ao método proposto. Além disso, estes níveis de inativação foram alcançados mesmo sob a influência de elevada concentração de SST, SSV e DQO na entrada na unidade piloto destinada à pré-desinfecção. Entre as seqüências de experimentação investigadas ('O IND.3'/'O IND.3', 'O IND.3'/UV, UV/'O IND.3' e UV/UV) não foram observadas grandes variações. De modo semelhante, os resultados revelaram que a relação N/No, para os indivíduos submetidos ao sistema combinado, não foi afetada pelo aumento no tempo de exposição ao agente inativante ('O IND.3': 5, 7, 10 min; UV: 30, 60, 120s). Considerando as baixas dosagens de 'O IND.3' e UV aplicadas na primeira etapa, somada às condições limitadas de desempenho do sistema real examinado, os níveis de inativação alcançados sugerem grande potencialidade de utilização do método alternativo proposto, comprovando sua viabilidade técnica / The present proposition is based on the introduction of an intermediate disinfection stage before the biological treatment, in order to intensify the effects of the next stage employed in conventional disinfection. Studies were performed using combined ozonization and UV radiation techniques, in a model installation that simulates two sequential disinfection conditions. The performance of the method was evaluated using microbiological exams of samples taken from the anaerobic effluent before and after the disinfection. Bacterial (Escherichia coli and total coliforms), viral (coliphages) and protozoan (Clostridium perfringens contamination tracers were used in such exams. Results obtained by combining pre-disinfection and disinfection reveal superior inactivation efficiency as compared to the conventional procedure. For example, in the E. coli analysis the application of only 1 mg of ozone/L or 51 mW/'CM POT.2' of radiation in the first disinfection stage was enough for achieving 1 log above the convention method. Even more resistant tracers, such as C. perfringens, showed aproximatelly 1 log of reduction in the N/No fraction in the proposed method. Besides, these inactivation levels were achieved even for high concentrations of SST, SSV and DQO in the entrance of the pre-disinfection unit. No significant variations were observed among the disinfection sequences ('O IND.3'/'O IND.3','O IND.3'/UV,UV/'O IND.3', and UV/UV). Similarly, the results showed that the N/No relation, for individuals submitted to the combined system, was not affected by the increase of the exposition time to the inactivation agent ('O IND.3': 5, 7, 10 min; UV: 30, 60, 120 s). Taking into account the low dosages of 'O IND.3' and UV applied in the first stage and the limited performance conditions of the real system, the achieved inactivation levels suggest a great potential for the alternative method proposed, demonstrating its technical viability

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior / Atualmente, uma das maiores preocupações da humanidade é com a disponibilidade e qualidade da água. A exploração inadequada das fontes acarreta a contaminação das águas superficiais e subterrâneas que se tornam um risco para a saúde pública. Dentre as fontes biológicas de contaminação da água, incluem-se as bactérias, que são responsáveis por inúmeras doenças, sendo frequentemente tratadas com antimicrobianos. O amplo uso de antimicrobianos na medicina humana e na produção animal tem resultado no aumento do número de bactérias comensais e patogênicas resistentes a agentes antimicrobianos, fato que nos últimos anos vem se tornando um dos principais problemas de saúde pública. O presente trabalho resulta do interesse pelo estudo da qualidade da água consumida pelos alunos de 20 escolas estaduais da rede pública de Boa Vista RR, bem como obter o perfil de resistência a antimicrobianos de bactérias isoladas a partir de diferentes amostras de águas, coletadas nessas escolas. No período de outubro de 2010 a abril de 2011, foram coletas 40 amostras de águas de torneiras das copas e 40 amostras de águas de bebedouros, as quais foram submetidas à avaliação microbiológica. A determinação dos coliformes totais e termotolerantes foi realizada por meio da técnica dos tubos múltiplos com 3 diluições e série de 5 tubos. Para a detecção de bactérias heterotróficas uso-se o método pour plate, de acordo com as normas preconizadas no Standard Methods for the Examination of Water and Wastwater. O isolamento e a identificação dos isolados bacteriano foi realizada no LACEN-RR utilizando-se a série bioquímica. Para a avaliação da resistência aos antimicrobianos, utilizou-se a metodologia de difusão de disco, seguindo as normas estabelecidas pelo CLSI. Das amostras de águas que recebem tratamento completo, 10% apresentaram resultados positivos para coliformes totais e nas amostras de água clorada, 20% apresentaram resultados positivos para coliformes totais e 2,5% resultado positivo para coliformes termotolerantes, o que as tornam imprópria para o consumo humano. A contagem de bactérias heterotróficas variou de 1,4 x 10 a 3,6 x 102 UFC/mL de água, não ultrapassando o estabelecido pela Portaria 518/2004/MS. Foram identificadas as seguintes bactérias Gram-negativas (66,7%): Acinetobacter spp., C. violacea, Cocobacilos spp., E. aerogenes, E. coli, K. ozaenae, Leptothrix ssp. e Bacilo Gram-negativo não fermentador de glicose, as bactérias Gram-positivas (33,3%), identificadas foram: B. subtilis, Micrococcus spp., S. aureus e Staphylococcus spp. Os resultados dos testes de sensibilidade aos antibióticos revelaram que a maioria das bactérias isoladas foi resistente a ampicilina (68,2%), 27,3% apresentaram resistência a oxacilina e 22,7% foram resistentes a eritromicina e meropenem. As cepas de S. aureus isoladas das amostras de águas apresentaram maior índice MAR (0,61) entre as bactérias Gram-positivas, enquanto que nas bactérias Gram-negativas, as cepas que apresentaram maior índice MAR foram as cepas de E. coli, com índice 0,61. Os resultados comprovam a ocorrência de instabilidade no padrão de qualidade da água fornecida a população de Boa Vista RR seja no tratamento, na distribuição ou no armazenamento da água. Além de constatar a presença de bactérias multirresistentes a antibióticos, o que representa risco à população. / One of the main concerns of humanity nowadays is water: its availability and its quality. An inadequate exploitation of the sources results in the contamination of both superficial and deep waters, which become a public health hazard. Bacteria are one of these biological sources of water contamination, responsible for countless diseases which are treated with antimicrobials. The widely spread use of antimicrobials in human medicine along with animal production had resulted in a steady increase in the number of pathogenic and commensal bacteria resistant to antimicrobial agents, which in recent years are becoming one of the main problems of public health. This paper is a result of an interest in studying the quality of water consumed by the students of 20 state schools of the public school system of Boa Vista RR, as well as trying to obtain a profile of antimicrobial resistance of the bacteria isolated in different water samples collected at these schools. Between October 2010 and April 2011, 40 water samples were collected from taps in lunchrooms, along with 40 samples from drinking wells, and all of them were submitted to microbiological examination. Using the multiple tubes technique, with 3 dilutions and a series of 5 tubes, we determined the total number of coliforms and thermotolerant coliforms. In agreement with the rules of the Standard Methods for the Examination of Water and Wastewater, the pour plate method was used at the CBio UFRR to detect heterotrophic bacteria. Isolation and identification of microorganisms was done at LACEN RR, using the biochemical series. In evaluating the resistance to antimicrobials, disk diffusion methods were used, in agreement with the established rules of the CLSI. In water samples that receive full treatment, 10% tested positive for total coliforms and, in chlorinated water samples, 20% tested positive for total coliforms and 2,5% for thermo-tolerant coliforms, which makes them inadequate for human consume. The counting of heterotrophic bacteria went from 1,4 x 10 to 3,6 x 10 CFU/mL of water, not surpassing what is established in the ordinance 518/2004/MS. The following Gram-negative bacteria (66,7%) were identified: Acinetobacter spp., C. violacea, Cocobacilos spp., E. aerogenes, E. coli, K. ozaenae, Leptothrix ssp. and Gram-negative glucose non fermenting bacillus. The Gram-positive bacteria identified were: B. subtilis, Micrococcus spp., S. aureus and Staphylococcus spp. The results of antibiotic sensibility tests revealed that most of the isolated bacteria were resistant to ampicilin (68,2%), 22,3% showed resistance to oxacilin and 22,7% were resistant to both eritromicin and meropenem. In Gram-positive bacteria, the growths of S. aureus isolated from water samples showed the greatest MAR index (0,61), while E. coli growths were the ones who showed the greatest MAR index in Gram-negative bacteria (also 6,1%). Results prove a great instability in the quality of water provided to the Boa Vista - RR population, being in its treatment, distribution or containment, as well as showing the presence of bacteria resistant to multiple antibiotics, which is a health hazard to the public.

Submitted by Renata Lopes (renatasil82@gmail.com) on 2017-03-13T17:29:42Z No. of bitstreams: 1 andressasilvinoferreiraassis.pdf: 3364177 bytes, checksum: ff9c20080e11e36f28daf805d56ecc7e (MD5) / Approved for entry into archive by Adriana Oliveira (adriana.oliveira@ufjf.edu.br) on 2017-03-13T19:33:58Z (GMT) No. of bitstreams: 1 andressasilvinoferreiraassis.pdf: 3364177 bytes, checksum: ff9c20080e11e36f28daf805d56ecc7e (MD5) / Made available in DSpace on 2017-03-13T19:33:58Z (GMT). No. of bitstreams: 1 andressasilvinoferreiraassis.pdf: 3364177 bytes, checksum: ff9c20080e11e36f28daf805d56ecc7e (MD5) Previous issue date: 2016-12-19 / O tratamento de esgoto pode ser insuficiente para a completa eliminação de vírus entéricos, tais como adenovírus humanos (HAdV) e rotavírus do grupo A (RVA). Portanto, o retorno do lodo e do efluente tratado ao ambiente pode representar riscos à saúde pública. Este estudo foi conduzido para otimizar um protocolo de floculação orgânica para recuperação viral a partir de lodo de esgoto e efluente tratado, bem como realizar um monitoramento de HAdV e RVA na estação de tratamento de esgoto (ETE) de Juiz de Fora, MG. Nos estudos de otimização, foram propostas adaptações no protocolo de floculação com leite desnatado para lodo e efluente tratado, com modificações no tempo de agitação da amostra, na concentração final de leite desnatado e/ou na etapa de centrifugação. No estudo de monitoramento, esgoto bruto (P1), esgoto primário (P2), lodo (P3) e efluente tratado (P4) foram coletados bimensalmente em 2014 (durante as épocas seca e chuvosa), totalizando 96 amostras (simples e compostas). As cargas virais foram determinadas por PCR quantitativo e o bacteriófago PP7 foi usado como controle interno. Amostras de HAdV e RVA foram submetidas ao sequenciamento e a viabilidade das partículas de HAdV foi avaliada em amostras de P4. Os parâmetros físico-químicos e a contagem de coliformes termotolerantes (CT) foram determinados em cada ponto. Nos estudos de otimização, foram selecionadas duas condições que apresentaram as maiores taxas de recuperação viral no lodo (menor tempo de agitação e maior concentração de leite desnatado) e no efluente tratado (sem primeira etapa de centrifugação e com maior concentração de leite desnatado). Ambas provaram ser ferramentas úteis para pesquisa viral em amostras de campo, inclusive para a pesquisa de vírus gigantes. No monitoramento, o HAdV foi detectado em 85,4% (82/96) dos concentrados, com cargas virais variando de 3,27 x 102 a 2,42 x 106 cópias do genoma por mililitro (cg/mL), ao longo do ano. A presença de RVA foi observada em 52,1% (50/96) dos concentrados (1,38 x 103 a 3,65 x 105 cg/mL), com maior detecção na época seca. A carga viral não foi influenciada pelo tipo de amostra, sendo detectada tanto em amostras simples, quanto em amostras compostas. Todas as amostras de HAdV sequenciadas pertenciam à espécie F tipo 41 e as amostras de RVA pertenciam ao genótipo I1. O tratamento de esgoto reduziu a quantidade de matéria orgânica e sólidos, bem como a contagem de CT e as cargas virais. No entanto, a presença de HAdV e RVA foi observada mesmo após o tratamento, inclusive em amostras de efluente tratado consideradas adequadas pelas legislações atuais, com detecção de partículas infecciosas de HAdV. Foram observadas correlações positivas entre a carga viral e a demanda bioquímica de oxigênio, os sólidos sedimentáveis e sólidos suspensos totais. Os dois protocolos otimizados neste estudo podem ser facilmente adequados para uso em laboratório de rotina, podendo impulsionar o monitoramento viral nos subprodutos gerados na ETE. A carga viral detectada na ETE salienta a disseminação ambiental de RVA e HAdV e aponta o potencial do HAdV como um marcador viral de contaminação em ambientes aquáticos. / Sewage treatment may be insufficient for the complete elimination of enteric viruses such as human adenoviruses (HAdV) and group A rotaviruses (RVA). Thus, the return of sewage sludge and treated effluent to the environment poses concerns potential for public health. This study was conducted to optimize an organic flocculation procedure for viral recovery from sludge and treated effluent, and carry out a surveillance of HAdV and RVA in a wastewater treatment plant (WWTP) at Juiz de Fora, MG. In optimization studies, conditions were proposed for sludge and treated effluent with changes in the stirring time, in the final concentration of skimmed-milk and/or in the centrifugation step. In surveillance study, raw sewage (P1), primary sewage (P2), sludge (P3) and treated effluent (P4) were collected bimonthly in 2014 (during the dry and the rainy season), totaling 96 samples (simple and composite). Quantitative PCR determined viral loads and PP7 bacteriophage was used as internal control. HAdV and RVA strains were selected for sequencing, and the HAdV viability was evaluated in P4 samples. Physicochemical parameters and thermotolerant coliforms (TC) counting were determined at each point. After the optimization studies, two conditions were selected: the ones that showed the highest viral recovery rates in sludge (lower stirring time and higher concentration of skimmed-milk) and treated effluent (without the first centrifugation step and with a higher concentration of skimmed-milk). These conditions proved to be a useful tool for viral search in the field samples, including for the research of giant virus. In surveillance study, HAdV was detected in 85.4% (82/96) of the concentrated, with viral loads ranging from 3.27 x 102 to 2.42 x 106 genome copies per milliliter (gc/mL), throughout the year. RVA presence was observed in 52.1% (50/96) of the samples (1.38 x 103 to 3.65 x 105 gc/mL) with detection greater in the dry season. Viral load was not influenced by the type of sample being detected both in single samples, as in composite samples. All the sequenced HAdV strains belonged to species F type 41, and RVA strains belonged to genotype I1. Sewage treatment reduced the content of organic matter and solids, as well as the TC counts and the viral loads. However, the presence of HAdV and RVA was observed after treatment, even in samples considered adequate by current laws with detection of infectious HAdV particles. Positive correlations were observed between viral load and biochemical oxygen demand, sedimented solids and total suspended solids. Two optimized protocols in this study are easily suitable for routine laboratory use and can boost viral monitoring in by-products generated in the WWTP. Viral load detected in WWTP stress the environmental dissemination of HAdV and RVA and addressed the potential of HAdV as a virological marker of contamination in aquatic environments.

Die Uferfiltration (UF) ist eine potentielle Alternative zur konventionellen Oberflächenwasseraufbereitung in Indien, da Trübstoffe, pathogene Mikroorganismen und organische Wasserinhaltsstoffe effektiv entfernt werden. In dieser Arbeit wurde erstmals ein umfangreicher Überblick zu bestehenden UF-Anlagen in Indien erarbeitet. Für die Standorterkundung und -bewertung wurde ein Konzept erarbeitet, das an drei Standorten entlang des Ganges getestet und weiterentwickelt wurde. Das Konzept umfasst vier Stufen: Standortvorerkundung, Bestimmung von Grundwasserleiterparametern, Erfassung von hydraulischen und Beschaffenheits-parametern sowie numerische Grundwasser-strömungsmodellierung. Entlang des oberen Flusslaufes des Ganges (Haridwar und Srinagar) wurden günstige geohydraulische Verhältnisse identifiziert (kf = 10E-4 bis 10E-3 m/s, Grundwasser leitermächtigkeit 11 bis 20 m). Entlang des unteren Flusslaufes (Patna) gibt es in Abhängigkeit von der Mächtigkeit der Sedimentablagerungen im Ganges nur bei erhöhter Schleppkraft im Monsun eine gute hydraulische Verbindung zwischen dem Fluss und dem Grundwasserleiter. In Haridwar wurde der Uferfiltratanteil im Rohwasser mittels Isotopenanalysen (δ18O) und Leitfähigkeitsmessungen im Fluss- und Rohwasser ermittelt. Der Uferfiltratanteil in den auf einer Insel und südlich davon gelegenen Brunnen liegt bei bis zu 90%. An den untersuchten Standorten wird durch die UF eine effektive Entfernung von E. coli um 3,5 bis 4,4 Log10 und der Trübung bis >2 Log10 Einheiten erreicht. Eine Entfernung von 3 Log10 Einheiten wurde bereits bei einer Fließzeit des Uferfiltrats von zwei Tagen beobachtet. Die erhöhte Anzahl an Coliformen in einigen Brunnen am Standort Haridwar resultiert aus Verunreinigungen des landseitigen Grundwassers. Bei Hochwässern und Starkregenereignissen muss eine Kontamination durch den direkten Eintrag von Wasser durch undichte Brunnenabdeckungen, Risse in den Schächten bzw. unsachgemäßen Brunnenbau berücksichtigt werden. Die Anwendung des angepassten Untersuchungskonzepts an 15 weiteren UF-Standorten in Indien hat gezeigt, dass die niedrigen DOC-Konzentrationen im Flusswasser (0,9 bis 3,0 mg/L) und im Brunnenwasser (0,4 bis 2,3 mg/L) günstig für die Anwendung der UF sind. Bei erhöhten DOC-Konzentrationen (Vormonsun) im Flusswasser konnte in Delhi und Mathura im Monsun eine 50%ige Verminderung erreicht werden. Bei der Erkundung neuer UF-Standorte in bergigen Gebieten sind die Grundwasserleitermächtigkeit mit geophysikalischen Erkundungsverfahren, die Strömungsverhältnisse in den alluvialen Ablagerungen sowie lokale Hochwasserrisiken zu untersuchen.:Abstract i (Seitenzahl / page number) Acknowledgements iii Table of contents v List of tables viii List of figures ix Abbreviations and symbols xi 1 Introduction 1 1.1 Problem description 1 1.2 Riverbank filtration and its potential in India 2 1.3 Motivation 3 1.4 Aims 4 2 Bank filtration in context to India’s water resources 5 2.1 Water budget of India and the Ganga River catchment 5 2.1.1 Water budget 5 2.1.2 The Ganga River catchment 6 2.2 Problems of surface water abstraction for drinking water production 8 2.2.1 Effect of low surface flows on the quantity of raw water abstraction 8 2.2.2 Effect of the monsoon on conventional drinking water treatment plants using directly abstracted surface water 9 2.2.3 Quality of surface water 10 2.2.4 Treatment of directly abstracted surface water for drinking 11 2.3 Sustainability issues of groundwater abstraction 11 2.4 Drinking water consumption in India 12 2.5 Bank filtration for water supply 14 2.5.1 Geohydraulic, siting and design aspects of bank filtration systems 14 2.5.2 Water quality aspects 15 2.5.3 Water quality aspects for bank filtration in India 15 2.5.4 Risks to riverbank filtration sites from floods 16 2.6 Hypotheses favouring the use of bank filtration and the need for a concept to investigate potential RBF sites in India 17 3 Study areas 18 3.1 Choice of study areas 18 3.2 Case study site Haridwar 19 3.3 Case study site Patna 20 3.4 Case study site Srinagar in Uttarakhand 21 3.5 Hypotheses favouring RBF at the selected study sites 22 4 Methodology for the investigation of the case study sites 24 4.1 Overview of methodology for investigating the case-study sites 24 4.2 Investigations at the case study site of Haridwar 25 4.2.1 Initial site-assessment 25 4.2.2 Basic site-survey and establishing monitoring infrastructure 26 4.2.2.1 Identification of specific locations for monitoring wells 26 4.2.2.2 Geodetic survey and inventory of existing on-site infrastructure 26 4.2.2.3 Construction of exploratory wells 27 4.2.3 Determination of hydrogeological parameters 27 4.2.3.1 Sediment analyses 27 4.2.3.2 Determination of hydraulic conductivity by pump tests on large-diameter wells 29 4.2.4 Water level and stable isotope measurements 30 4.2.4.1 Water level 30 4.2.4.2 Stable isotopes 31 4.2.5 Water quality monitoring 31 4.2.5.1 Initial investigations, screening and formulation of monitoring concept 31 4.2.5.2 Comprehensive and regular monitoring 2011 - 2013 33 4.3 Investigations at the case study site of Patna 34 4.3.1 Initial site-assessment, basic-site survey and monitoring 34 4.3.2 Sampling for water quality and isotope analyses 35 4.4 Investigations at the case study site of Srinagar in Uttarakhand 35 4.4.1 Basic site-survey and establishing monitoring infrastructure 35 4.4.1.1 Identification of a specific location for a new RBF well 35 4.4.1.2 Construction of production and monitoring wells and exploratory boreholes 37 4.4.2 Determination of hydrogeological parameters and monitoring 38 4.4.2.1 Sediment analyses and determination of hydraulic conductivity of the aquifer 38 4.4.3 Water quality monitoring 40 4.5 Column experiments to determine the removal of bacteriological indicators under field conditions 40 5 Characterisation of the RBF system in Haridwar 42 5.1 Site and design aspects 42 5.1.1 Location of RBF wells 42 5.1.2 Design of RBF wells 44 5.1.3 Quantity of drinking water produced by RBF 45 5.2 Aquifer characterisation 47 5.3 Numerical groundwater flow model of RBF well field in Haridwar 49 5.3.1 Model set-up 49 5.3.2 Model calibration 50 5.4 Origin of water and mean portion of bank filtrate abstracted by RBF wells 52 5.5 Water quality 53 5.6 Analysis of presence of thermotolerant coliforms in RBF wells 56 5.7 Impact of regulated Upper Ganga Canal on RBF wells on Pant Dweep 58 5.8 Summary of case study site Haridwar 60 5.8.1 Aspects related to water quality 60 5.8.2 Benefit of groundwater flow modelling 60 6 Evaluation of the potential for RBF in Patna 62 6.1 Physiography and hydrogeology 62 6.1.1 South Ganga Plain 62 6.1.2 Patna 63 6.2 Ground and surface water levels 65 6.3 Ganga River morphology 66 6.4 Water quality 67 6.5 Numerical groundwater flow model of case study site Patna 68 6.5.1 Model geometry and initial conditions 68 6.5.2 Boundary conditions 69 6.5.3 Steady-state flow modelling 70 6.6 Isotope analyses 71 6.7 Summary of case study site Patna 71 7 Evaluation of the potential for RBF in Srinagar 73 7.1 Drinking water production and overview of geomorphology 73 7.2 RBF site characterisation 74 7.2.1 Aquifer geometry and material 74 7.2.2 Water levels 75 7.2.3 Hydraulic conductivity 76 7.3 Numerical groundwater flow model of case study site Srinagar 77 7.3.1 Model geometry and calibration 77 7.3.2 Origin of bank filtrate and travel time 78 7.4 Water quality 79 7.5 Discussion and summary of case study site Srinagar 81 8 Assessment of risks from floods and insufficient sanitary measures to RBF wells in Haridwar and Srinagar 82 8.1 Flood-risk identification from field investigations 82 8.1.1 Description of an extreme flood event in Haridwar 82 8.1.2 Description of an extreme flood event in Srinagar 82 8.1.3 Summary of identifiable risks 83 8.2 Assessment of risks to RBF wells 84 8.2.1 Design of wells and direct contamination 84 8.2.2 Field investigations on the removal of bacteriological indicators 85 8.2.3 Removal of coliforms under field conditions by column experiments 87 8.3 Proposals to mitigate risks at RBF sites Haridwar and Srinagar 89 8.3.1 Operational and technical aspects for a general risk management plan 89 8.3.2 Health aspects for a general risk management plan 89 8.3.3 Criteria for flood protection measures of RBF wells 90 8.3.4 Sanitary sealing of RBF wells 90 9 Application of initial site-assessment to investigate other RBF sites in India 92 9.1 Hydrogeology and system-design 92 9.1.1 RBF systems for small and large-scale urban water supply 92 9.1.2 “Koop” well RBF systems for small-scale rural water supply 98 9.2 Water quality parameters 98 9.2.1 Removal of bacteriological indicators by RBF 98 9.2.2 Removal of dissolved organic carbon and organic micropollutants by RBF 101 9.2.3 Inorganic parameters 102 10 Conclusions, recommendations and propagation of RBF 105 10.1 Hydrogeological and system-design considerations 105 10.2 Aspects for improvement of the concept for RBF site investigations 106 10.3 Policy and planning aspects for the propagation of RBF in India 108 References 110 Annexes 121 / Riverbank filtration or bank filtration (RBF / BF) is a potential alternative to the direct abstraction and conventional treatment of surface water by virtue of the effective removal of pathogens, turbidity, suspended particles and organic substances. A comprehensive overview of existing RBF systems in India has been compiled for the first time. To systematically select and investigate new and existing potential RBF sites in India, a methodological concept was developed and tested at three sites along the Ganga River. The four stages of the concept are: initial site-assessment, basic site-survey, monitoring of water quality and quantity parameters and determination of aquifer parameters and numerical groundwater flow modelling. Suitable geohydraulic conditions for RBF (hydraulic conductivity: 10E-4 to 10E-3 m/s, aquifer thickness: 11 to 20 m) exist along the upper course of the Ganga (Haridwar and Srinagar). Due to the presence of fine sediment layers beneath the river bed along the Ganga’s lower course (Patna), river-aquifer interaction occurs during increased shear stress on the riverbed in monsoon. The portion of bank filtrate abstracted by the wells in Haridwar was determined from isotope analyses (Oxygen 18) and electrical conductivity measurements of river and well water and is up to 90% for wells located on an island and between the river and a canal. The results were confirmed by groundwater flow modelling. A high removal of E. coli (3.5 to 4.4 Log10 units) and turbidity (>2 Log10 units) was observed at the investigated sites. An E. coli removal of 3 Log10 units was observed for short travel times of 2 days. Higher coliform counts in some wells occur due to contamination from landside groundwater. During floods and intense rainfall events, contamination of RBF wells from direct entry of flood water, seepage of surface runoff into the well through leaky covers, fissures in the well-heads / caissons and in-appropriately sealed well-bases has to be considered. The application of the adapted investigation concept to 15 other sites in India showed that the low DOC concentrations in river water (0.9 to 3.0 mg/L) and well-water (0.4 to 2.3 mg/L) are favourable for the application of RBF. A 50% decrease of the high (pre-monsoon) DOC concentration was observed during monsoon in Delhi and Mathura. For the exploration of new RBF sites in hilly / mountainous areas, investigations of the aquifer thickness using geophysical methods, subsurface flow conditions in the alluvial deposits and the risk from floods should be conducted.:Abstract i (Seitenzahl / page number) Acknowledgements iii Table of contents v List of tables viii List of figures ix Abbreviations and symbols xi 1 Introduction 1 1.1 Problem description 1 1.2 Riverbank filtration and its potential in India 2 1.3 Motivation 3 1.4 Aims 4 2 Bank filtration in context to India’s water resources 5 2.1 Water budget of India and the Ganga River catchment 5 2.1.1 Water budget 5 2.1.2 The Ganga River catchment 6 2.2 Problems of surface water abstraction for drinking water production 8 2.2.1 Effect of low surface flows on the quantity of raw water abstraction 8 2.2.2 Effect of the monsoon on conventional drinking water treatment plants using directly abstracted surface water 9 2.2.3 Quality of surface water 10 2.2.4 Treatment of directly abstracted surface water for drinking 11 2.3 Sustainability issues of groundwater abstraction 11 2.4 Drinking water consumption in India 12 2.5 Bank filtration for water supply 14 2.5.1 Geohydraulic, siting and design aspects of bank filtration systems 14 2.5.2 Water quality aspects 15 2.5.3 Water quality aspects for bank filtration in India 15 2.5.4 Risks to riverbank filtration sites from floods 16 2.6 Hypotheses favouring the use of bank filtration and the need for a concept to investigate potential RBF sites in India 17 3 Study areas 18 3.1 Choice of study areas 18 3.2 Case study site Haridwar 19 3.3 Case study site Patna 20 3.4 Case study site Srinagar in Uttarakhand 21 3.5 Hypotheses favouring RBF at the selected study sites 22 4 Methodology for the investigation of the case study sites 24 4.1 Overview of methodology for investigating the case-study sites 24 4.2 Investigations at the case study site of Haridwar 25 4.2.1 Initial site-assessment 25 4.2.2 Basic site-survey and establishing monitoring infrastructure 26 4.2.2.1 Identification of specific locations for monitoring wells 26 4.2.2.2 Geodetic survey and inventory of existing on-site infrastructure 26 4.2.2.3 Construction of exploratory wells 27 4.2.3 Determination of hydrogeological parameters 27 4.2.3.1 Sediment analyses 27 4.2.3.2 Determination of hydraulic conductivity by pump tests on large-diameter wells 29 4.2.4 Water level and stable isotope measurements 30 4.2.4.1 Water level 30 4.2.4.2 Stable isotopes 31 4.2.5 Water quality monitoring 31 4.2.5.1 Initial investigations, screening and formulation of monitoring concept 31 4.2.5.2 Comprehensive and regular monitoring 2011 - 2013 33 4.3 Investigations at the case study site of Patna 34 4.3.1 Initial site-assessment, basic-site survey and monitoring 34 4.3.2 Sampling for water quality and isotope analyses 35 4.4 Investigations at the case study site of Srinagar in Uttarakhand 35 4.4.1 Basic site-survey and establishing monitoring infrastructure 35 4.4.1.1 Identification of a specific location for a new RBF well 35 4.4.1.2 Construction of production and monitoring wells and exploratory boreholes 37 4.4.2 Determination of hydrogeological parameters and monitoring 38 4.4.2.1 Sediment analyses and determination of hydraulic conductivity of the aquifer 38 4.4.3 Water quality monitoring 40 4.5 Column experiments to determine the removal of bacteriological indicators under field conditions 40 5 Characterisation of the RBF system in Haridwar 42 5.1 Site and design aspects 42 5.1.1 Location of RBF wells 42 5.1.2 Design of RBF wells 44 5.1.3 Quantity of drinking water produced by RBF 45 5.2 Aquifer characterisation 47 5.3 Numerical groundwater flow model of RBF well field in Haridwar 49 5.3.1 Model set-up 49 5.3.2 Model calibration 50 5.4 Origin of water and mean portion of bank filtrate abstracted by RBF wells 52 5.5 Water quality 53 5.6 Analysis of presence of thermotolerant coliforms in RBF wells 56 5.7 Impact of regulated Upper Ganga Canal on RBF wells on Pant Dweep 58 5.8 Summary of case study site Haridwar 60 5.8.1 Aspects related to water quality 60 5.8.2 Benefit of groundwater flow modelling 60 6 Evaluation of the potential for RBF in Patna 62 6.1 Physiography and hydrogeology 62 6.1.1 South Ganga Plain 62 6.1.2 Patna 63 6.2 Ground and surface water levels 65 6.3 Ganga River morphology 66 6.4 Water quality 67 6.5 Numerical groundwater flow model of case study site Patna 68 6.5.1 Model geometry and initial conditions 68 6.5.2 Boundary conditions 69 6.5.3 Steady-state flow modelling 70 6.6 Isotope analyses 71 6.7 Summary of case study site Patna 71 7 Evaluation of the potential for RBF in Srinagar 73 7.1 Drinking water production and overview of geomorphology 73 7.2 RBF site characterisation 74 7.2.1 Aquifer geometry and material 74 7.2.2 Water levels 75 7.2.3 Hydraulic conductivity 76 7.3 Numerical groundwater flow model of case study site Srinagar 77 7.3.1 Model geometry and calibration 77 7.3.2 Origin of bank filtrate and travel time 78 7.4 Water quality 79 7.5 Discussion and summary of case study site Srinagar 81 8 Assessment of risks from floods and insufficient sanitary measures to RBF wells in Haridwar and Srinagar 82 8.1 Flood-risk identification from field investigations 82 8.1.1 Description of an extreme flood event in Haridwar 82 8.1.2 Description of an extreme flood event in Srinagar 82 8.1.3 Summary of identifiable risks 83 8.2 Assessment of risks to RBF wells 84 8.2.1 Design of wells and direct contamination 84 8.2.2 Field investigations on the removal of bacteriological indicators 85 8.2.3 Removal of coliforms under field conditions by column experiments 87 8.3 Proposals to mitigate risks at RBF sites Haridwar and Srinagar 89 8.3.1 Operational and technical aspects for a general risk management plan 89 8.3.2 Health aspects for a general risk management plan 89 8.3.3 Criteria for flood protection measures of RBF wells 90 8.3.4 Sanitary sealing of RBF wells 90 9 Application of initial site-assessment to investigate other RBF sites in India 92 9.1 Hydrogeology and system-design 92 9.1.1 RBF systems for small and large-scale urban water supply 92 9.1.2 “Koop” well RBF systems for small-scale rural water supply 98 9.2 Water quality parameters 98 9.2.1 Removal of bacteriological indicators by RBF 98 9.2.2 Removal of dissolved organic carbon and organic micropollutants by RBF 101 9.2.3 Inorganic parameters 102 10 Conclusions, recommendations and propagation of RBF 105 10.1 Hydrogeological and system-design considerations 105 10.2 Aspects for improvement of the concept for RBF site investigations 106 10.3 Policy and planning aspects for the propagation of RBF in India 108 References 110 Annexes 121

The present study evaluates the surface water quality in the canals of An Giang province in the period from 2009 to 2016. The results showed that surface water of the canals was contaminated by organic matter and microorganisms which makes it not suitable for water supply and conservation of aquatic life. The water quality parameters such as dissolved oxygen (DO), biological oxygen demand (BOD), total suspended solids (TSS), orthophosphate (P-PO43-) and coliforms levels in the wet season were found to be higher than those in the dry season. The problem of organic and microorganic pollution over a long period of time without solutions leads to declines in water quality and then quantity as well. Agriculture is the main activity contributing to pollution of surface water in interior canals along with the activities of daily life, industry and services. This causes pollution of the surface water on Hau River due to its exchange of water with the connected canals. Good agricultural practices should be implemented to limit the pollution of surface water resources of the Mekong Delta. / Nghiên cứu này nhằm đánh giá diễn biến chất lượng nước mặt trong các kênh rạch nội đồng của tỉnh An Giang trong giai đoạn 2009 – 2016. Kết quả cho thấy nước mặt tại các kênh rạch nội đồng đã ô nhiễm hữu cơ và vi sinh vật. Nguồn nước không phù hợp cho mục đích cấp nước sinh hoạt và bảo tồn thực vật thủy sinh. Các chỉ tiêu như hàm lượng oxy hòa tan (DO), nhu cầu oxy sinh hóa (BOD), tổng chất rắn lơ lửng (TSS), orthophosphate (P-PO43-) và coliforms trong mùa mưa cao hơn mùa khô. Vấn đề ô nhiễm hữu cơ và vi sinh vật diễn ra trong thời gian dài và chưa có giải pháp xử lý làm cho chất lượng nước suy giảm dẫn đến suy giảm về trữ lượng. Nông nghiệp là hoạt động chính góp phần làm ô nhiễm nguồn nước mặt trong các kênh rạch nội đồng bên cạnh các hoạt động sinh hoạt, công nghiệp và dịch vụ. Điều này dẫn đến nước mặt trên sông Hậu cũng có đặt tính ô nhiễm tương tự do trao đổi nước với các kênh rạch nội đồng. Thực hành sản xuất nông nghiệp thân thiện môi trường cần sớm được triển khai để hạn chế ô nhiễm nguồn nước mặt quan trọng của khu vực đồng bằng sông Cửu Long.

Made available in DSpace on 2016-08-19T18:20:35Z (GMT). No. of bitstreams: 1 LAURINDA FERNANDA SALDANHA SIQUEIRA.pdf: 940563 bytes, checksum: 997451038c9761fcacf436b4488d38e5 (MD5) Previous issue date: 2010-03-18 / Coordenação de Aperfeiçoamento de Pessoal de Nível Superior / What has been observed on the beaches of the island of Maranhao (Brazil) is an intense process of urbanization started from the 70's, not always accompanied by urban space structuring and planning, causing many environmental problems, mainly with respect to environmental sanitation. In coastal areas, the challenge of integrated management is mainly to harmonize urban development with conservation and sustainable use. Whereas improve the quality of decisions in the management of sustainability, are necessary closer links between the results of sustainability monitoring and the policy responses of decision makers. Under the hypothesis that increasing levels of total coliform in the beaches water, as indicative of contamination by domestic sewage and therefore a poor urban planning, are results of the performance variables of urban sprawl and sanitation indicators, had the objective to propose tools to aid the integrated management and sustainability in the form of time series and numerical predictive models of levels of total coliform bacteria in water from the beaches of Ponta da Areia, São Marcos, Calhau, Olho d Água and Araçagy, coastline of the island of Maranhao (Brazil). To this end, a study was performed documental and field research to obtain data about urban sprawl, sanitation and water quality of the beaches studied for construction and analysis of time series of total coliform in water, study the correlations between variables urban expansion and sanitation on the levels of total coliforms and construction and proposal of numerical models based in correlations found and peculiarities of the beaches studied. The results indicate confirmation of research hypothesis. The analysis of time series indicated a significant increase in levels of total coliform in the water of the beaches studied, being more significant on the beaches Calhau, São Marcos and Olho d Água, and less significant on the beaches of Ponta da Areia and Araçagy. The amplitude of the seasonal behavior of these levels was variable, subject to seasonal multiplicative factors responsible for checking the variability, this strike was obtained which allowed equations to calculate them for each time period. The variables explained most of the growth of total coliforms in water and are used in the construction of predictive numerical models, was urban population, population density, number of households connected to the sewer system, number of households with inadequate sewage, water pH and release numbers in natura sewage on the beaches, associated characteristics of each beach in the form of seasonal factors obtained by the time series analysis. This study is an indirect measurement and should be used as an alternative tool in the sustainable management of the area studied and evaluation of public policies to the management of water resources. The research merit on integrated coastal management was to represent reverse direction to the your proposed goals and sustainability of the coastline of the island of Maranhão (Brazil). / O que se tem observado nas praias da Ilha do Maranhão (Brasil) é um processo intenso de urbanização iniciado a partir da década de 70, nem sempre acompanhado por uma estruturação e planejamento do espaço urbano, ocasionando inúmeros problemas ambientais, principalmente no que concerne ao saneamento ambiental. Nas áreas costeiras o desafio do gerenciamento integrado está, sobretudo, em harmonizar o desenvolvimento urbano com a conservação e o uso sustentável. Neste âmbito, considerando a melhoria da qualidade das decisões em gestão da sustentabilidade, são necessárias relações mais estreitas entre os resultados do monitoramento da sustentabilidade e as respostas políticas dos tomadores de decisão. Sob a hipótese de que os níveis crescentes de coliformes totais na água das praias, como indicativos de contaminação por esgotos domésticos e, por conseguinte de um planejamento urbano deficiente, são resultado da atuação de variáveis de expansão urbana e de indicadores de saneamento básico, teve-se o objetivo propor ferramentas de auxilio ao gerenciamento costeiro integrado na forma de séries temporais e modelos numéricos preditivos dos níveis de coliformes totais na água das praias da Ponta da Areia, São Marcos, Calhau, Olho d água e Araçagy, da orla marítima da Ilha do Maranhão (Brasil). Neste intuito, foi realizada pesquisa documental e em campo para obtenção de dados referentes à expansão urbana, ao saneamento básico e à qualidade da água das praias estudadas, para construção e análise das séries temporais de coliformes totais na água, estudo das correlações entre as variáveis de expansão urbana e saneamento básico sobre os níveis de coliformes totais e para construção e proposição de modelos numéricos com base nas correlações identificadas e nas peculiaridades das praias estudadas. Os resultados indicam confirmação da hipótese da pesquisa. A análise das séries temporais indicou haver tendência crescente nos níveis de coliformes totais na água das praias em estudo, sendo mais significativa nas praias do Calhau, São Marcos e Olho d Água, e menos significativa nas praias da Ponta da Areia e Araçagy. A amplitude da sazonalidade do comportamento destes níveis foi variável, condicionada a fatores sazonais multiplicativos responsáveis por conferir a variabilidade, neste intento obteve-se equações que permitiram calculá-los para cada período de tempo. As variáveis que mais explicaram o crescimento dos níveis de coliformes totais na água, sendo utilizadas na construção dos modelos numéricos preditivos, foram população urbana, densidade populacional, número de domicílios ligados a rede coletora de esgotos, número de domicílios com estruturas inadequadas de esgotamento sanitário, pH da água e números de lançamento de esgoto in natura nas praias, associadas as peculiaridades de cada praia na forma de fatores sazonais obtidos pela análise das séries temporais. Há de se ter em mente que este estudo é uma aferição indireta e que deve ser utilizada como instrumento subsidiário na gestão sustentável do espaço estudado e na avaliação das políticas públicas traçadas na área de gerenciamento dos recursos hídricos. O mérito da pesquisa diante o gerenciamento costeiro integrado foi verificar o retrocesso em direção às suas metas e à sustentabilidade da orla marítima da Ilha do Maranhão (Brasil).

From the Proceedings of the 1972 Meetings of the Arizona Section - American Water Resources Assn. and the Hydrology Section - Arizona Academy of Science - May 5-6, 1972, Prescott, Arizona / Storm runoff from the Tucson metropolitan area is unsuitable for most uses without processing. A lysimeter comprised of a grass and soil filter was constructed and is being evaluated as a water-quality treatment facility. The lysimeter is 200 feet long, 4 feet wide and 5 feet deep, and contains homogeneous calcareous loam covered by common grasses. Experimental apparatus was installed to divert less than a cubic foot per second of runoff from urbanized Arcadia Watershed. Runoff flows by gravity over the lysimeter, where surface inflow, surface outflow and subsurface outflow are measured and sampled. Four trials, each associated with a discrete runoff event, were conducted in the fall of 1971. Water samples were analyzed for inorganic chemical constituents, chemical oxygen demand (COD), coliforms, turbidity and sediment contents. Subsurface-outflow samples from initial trials were high in COD and total dissolved solids, representing soil flushing or leaching. Concentrations of inorganics reached a maximum value within a few hours of initial seepage, and then decreased. The peaking represents a salt build-up between trials. Concentrations of COD, coliforms, turbidity and sediment in subsurface-outflow samples decreased significantly during each trial. Surface-outflow samples had lower turbidity, COD, bacteria and sediment contents than surface-inflow samples. Turbidity, suspended and volatile solids, coliforms and COD in runoff samples may be reduced by grass and soil filtration. Increased grass development and soil settling work to produce a better quality effluent. Quantification of the lysimeter's effectiveness will be useful for urban watershed management.

From the Proceedings of the 1974 Meetings of the Arizona Section - American Water Resources Assn. and the Hydrology Section - Arizona Academy of Science - April 19-20, 1974, Flagstaff, Arizona / Fecal coliform counts in relation to number of swimmers along with fecal streptococci counts of water samples from Canyon Lake in central Arizona are reported. The presence of swimmers was related to an increase in fecal coliforms which was attributed to organisms shed from the swimmers and from agitation of the bottom sediments, consequently dispersing much of the bacteria contained in the benthos. From sampling of the swimming areas it was determined that livestock waste was the primary source of pollution (a greater number of fecal streptococci was found than fecal coliforms), but this interpretation could be misleading due to the higher survival rate of fecal strep than that of fecal coliform organisms.

Made available in DSpace on 2011-05-04T12:36:25Z (GMT). No. of bitstreams: 0 Previous issue date: 2010 / A Baía de Guanabara, por sua beleza é um dos mais conhecidos símbolos da cidade do Rio de Janeiro no exterior. É um ecossistema extremamente produtivo, apesar da grande quantidade e diversidade de poluentes lançados diariamente em suas águas. Isso compromete a saúde de quem a freqüenta e, como também a sustentabilidade econômica. Portanto é de suma importância o monitoramento da qualidade das praias para a saúde pública, sendo que a mesma sofre influência de poluentes vindos das águas e do continente. O presente estudo propôs-se a avaliar a qualidade sanitária de areia e água de quatro praias da Baía de Guanabara, duas situadas na Ilha de Governador e duas, na Ilha de Paquetá, nas quatro estações do ano. A metodologia utilizada foi a técnica de membrana filtrante, expressando os resultados em unidade formadora de colônia por grama e por mL por meio de análises colimétricas, na avaliação de Escherichia coli, coliformes totais e micológica, pela ocorrência de fungos filamentosos e de leveduras nas matrizes areia e água, os quais foram isolados, identificados e armazenados em coleções de cultura para futuras pesquisas biotecnológicas. Foi proposto um novo padrão para análise bacteriológica de areia, tendo como base o estudo de revisão epidemiológica, em que se associam doenças gastrointestinais com risco à saúde visto que a nova Resolução n° 468/10 da SMAC é menos restritiva do que a anterior, n° 081/00. Como também para avaliação de fungos em areia e água. A praia da Bica apresentou na areia seca no inverno a maior concentração de Escherichia coli em relação às outras praias analisadas, com níveis 800 vezes acima do limite permitido na legislação, assim como para análise de fungos filamentosos e de leveduras, encontrando maior ocorrência na mesma estação e matriz, com a prevalência do fenótipo Negra com borda branca, que teve 70 por cento de identificação para o gênero Aspergillus com (31/44) dos 88 identificados, mais freqüentes entre os 226 gêneros encontrados pertencentes à coleção. No teste paramétrico de correlação de Pearson entre o fenótipoacima e Escherichia coli foi observada correlação positiva ao nível de 1 por cento. Havendo duplo risco de contrair infecção por meio de areia de praia na classificação não recomendada, principalmente por crianças, ou indivíduos imunocomprometidos. Foi também observado que a contaminação da areia não está relacionada com a da água. E que as estações verão e outono foram as de maior concentração de E. coli em água. / Baía de Guanabara, for its beauty, is one of the most notorious symbols of Rio de Janeiro city abroad; it is an extremely productive ecosystem, in spite of the great amount and diversity of pollutants daily thrown on its waters, endangering the health of those people who attend it, as well as the economical sustainability. Nowadays it is a matter of concern for the public and environmental authorities due to the Olympic Games in 2016. The present study intended to evaluate the sanitary quality of sand and water in four beaches of Baía de Guanabara, two of them located on Ilha do Governador, and two of them located on Ilha de Paquetá, which due to their location represent the whole ecosystem of Baía de Guanabara, with four field duties in the four seasons of the year. The methodology used for the study was the membrane filter technique, showing the results in UFC/g and UFC/mL through coliform bacteria analyses, in the E. coli, total coliforms and mycologic evaluation, through the occurrence of filamentous fungi and yeast species in the sand and water sources, which were isolated, identified and are kept in culture collection for future biotechnological researches. A new pattern was proposed for bacteriological analyses of sand, based on the study of epidemiologic review, which associates gastrointestinal diseases to risk to health due to the new Resolution N °468/10 l to be less restrictive than the transitory one N °081/00. Bica beach obtained in the first field duty, during the winter, the largest concentration of E. coli in relation to the other studied beaches, with 800 times above the limits allowed in the legislation, as well as for analysis of filamentous fungi and yeast species, presenting larger occurrence in the same season and source, with prevalence of the Black phenotype with white border (NBB) belonging to the gender Aspergillus with (31/44) 70% among the identified genders, out of the 226 ones belonging to the collection of the 3 most presented phenotypes. In Pearson`s parametric test of correlation between NBB and E. coli it was observed positive correlation at a level of 1%., having double risk of contracting infection through beach sand in the non recommended classification, mainly for children, or individuals exempt of immunity. It was also observed that the contamination of the sand is not related with the one of the water. And that the summer and autumn seasons were the ones with larger concentration of E. coli, initial period of the secondary treatment in Alegria sewer treatment station in Caju district.

Submitted by Johnny Rodrigues (johnnyrodrigues@ufcg.edu.br) on 2018-05-16T16:02:56Z No. of bitstreams: 1 ROMÉRCIA BATISTA DOS SANTOS - DISSERTAÇÃO PPGSA PROFISSIONAL 2013..pdf: 1113569 bytes, checksum: 29bd7b553a65415a734895bc13bc037a (MD5) / Made available in DSpace on 2018-05-16T16:02:56Z (GMT). No. of bitstreams: 1 ROMÉRCIA BATISTA DOS SANTOS - DISSERTAÇÃO PPGSA PROFISSIONAL 2013..pdf: 1113569 bytes, checksum: 29bd7b553a65415a734895bc13bc037a (MD5) Previous issue date: 2013-12-20 / O presente trabalho propôs correlacionar atividades agroindustriais com a saúde humana e ambiental, tendo o Perímetro Irrigado de São Gonçalo-PB, como local de estudo. Para isto analisou-se a água bruta e tratada oriunda do referido perímetro, através de parâmetros físico-químicos e microbiológicos, como objeto maior de investigação. A pesquisa caracteriza-se de natureza quantitativa, qualitativa e descritiva. Foram georreferenciados oito pontos de amostragem, sendo que quatro pontos foram de água bruta e quatro de água tratada. As coletas foram realizadas em 2012, durante seis meses, considerando abril, maio e junho como período de inverno e, outubro, novembro e dezembro como época de seca. Fez-se também um levantamento dos indicadores básicos das condições sanitárias e socioambientais que refletem diretamente na saúde humana e no ecossistema. Os resultados físicoquímicos e microbiológicos foram avaliados com base nas legislações vigentes. Assim, foi possível constatar que tanto as amostras da água bruta e tratada, em relação aos atributos físico-químicos, estes se mantiveram dentro dos limites permitidos (Res. CONAMA 375/05 e Portaria MS nº2914/11, respectivamente). Os resultados microbiológicos constataram presença de coliformes, de presença total e termotolerantes para as amostras de água bruta, em ambos os períodos de inverno e verão. O critério de balneabilidade para estas mesmas águas apresentaram aspectos satisfatórios para o ponto A3 e A4 (ver pontos de análise) e impróprias para os pontos A6 e A8 (Res. CONAMA 274/2000). Assim, as águas tratadas revelaram focos de contaminação microbiológica em todos os pontos, observadas as delimitações da Portaria MS 2914/2011, pela presença de coliformes totais. As amostras de águas tratadas revelaram que nos núcleos habitacionais II e III (NHII-2 e NHIII-2) apontaram valores de Número Mais Provável (NMP) de coliformes totais e termotolerantes elevados, acreditando-se que tal contaminação esteja atribuída à má manutenção da rede hidráulica, e/ou higienização ineficiente. É importante informar que a média de chuvas no ano de 2012, período da pesquisa, foi abaixo do esperado, contribuindo para um decréscimo significativo em relação ao volume total em metros cúbicos (m³) do açude de São Gonçalo. Tal situação é preocupante, pois, a diminuição das águas é um indicador de eutrofização. Após análise, foi possível concluir que tais situações, como, por exemplo, o abastecimento e tratamento de água, destino dos dejetos e dos resíduos sólidos, refletem uma condição de prédisposição da população as doenças como também podem comprometer as atividades agroindustriais desenvolvidas no perímetro irrigado em estudo. / This paper proposed agribusiness activities correlate with human and environmental health, and the Irrigated Perimeter of São Gonçalo - PB, as a study. For this we analyzed the raw and treated water coming from said perimeter, through physical, chemical and microbiological parameters, such as increased under investigation. The research is characterized quantitative, qualitative and descriptive nature. Eight sampling were geocoded, and four points were raw water and treated water four. The collections were made in 2012, for six months, for April, May and June as period and reverse, October, November and December as the dry season. And he made a survey of the basic indicators of health and environmental conditions that directly influence human health and the ecosystem. The physico-chemical and microbiological outcomes were assessed based on the current legislation. Thus, it was found that both samples of raw water and treated in relation to physico-chemical properties, these remained within permitted limits (CONAMA Resolution 375/05 and MS Portaria No. 2914/11, respectively). The microbiological results found presence of coliforms, total and thermotolerant presence for raw water samples, in both winter and summer periods. The criteria for bathing waters showed satisfactory these same aspects for the A3 and A4 point (see point analysis) and unfit for A6 and A8 points (CONAMA Resolution 274/2000). Thus, the treated water showed foci of microbial contamination at all points, observing the boundaries of the MS 2914/2011, by the presence of total coliforms. Samples of treated water showed that the housing units II and III (and NHIII-2 NHII-2) showed values of more than Probable Number (MPN) of total coliforms and thermotolerant high, it is believed that such contamination is attributed to poor maintenance the hydraulic network, and / or inefficient cleaning. It is important to mention that the average rainfall in 2012, survey period, was lower than expected, contributing to a significant decrease in the total volume in cubic meters ( m³ ) Açude of São Gonçalo. This situation is worrying because, with the decrease of water promotes the process of eutrophication. After analysis of the indicators, it was concluded that such situations, for example, the supply and treatment of water, Sewage facilities and solid waste, reflect a pre-condition to the population as diseases can also compromise the agribusiness activities developed in the irrigated area under study.