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Lietuvoje kaip ir daugelyje pasaulio šalių dedama daug pastangų, kad vandenų tarša mažėtų. Pagal valstybinio monitoringo duomenis nustatyta, kad Lietuvos upėse vis dar išlieka didelės biogeninių medžiagų koncentracijos. Vandens tarša yra viena iš pagrindinių ES aplinkosaugos problemų. Norint išsiaiškinti pagrindines vandens taršos problemas, būtina atlikti nagrinėjamos upės vandens kokybės parametrų matavimus. Tam tikslui nuo 2010-11-06 iki 2013-05-07 buvo atliekami vandens kokybės tyrimai, kurių metu buvo fiksuojami šie parametrai: vandens lygis, ištirpusio deguonies koncentracijos, aktyvi vandens reakcija (pH), bendrosios mineralizacijos, elektrinio laidžio, nitratų ir vandens temperatūros kaita. Vandens kokybės parametrai matuoti aukščiau ir žemiau Akademijos tvenkinio, kuris susidarė 1968 m. ant Dotnuvėlės upės ties Akademijos gyvenviete. Pagal minėtus duomenis buvo nustatyta vandens kokybė atskiruose Dotnuvėlės ir jos intako Kačiupio upių taškuose. Atlikus tyrimą buvo nustatyta, kad Akademijos tvenkinys sąlygoja nitratų pasiskirstymą upėje, t. y. pastebėtas nedidelis nitratų padidėjimas upėje žemiau tvenkinio. Nustatyta, kad bendroji mineralizacija rudenį didėjo, žiemos metu svyravo, o pavasarį mažėjo. Pagal ištirpusio deguonies kiekį visose matavimo stotyse vanduo atitiko labai blogą, blogą, vidutinę, gerą arba labai gerą būklę. Vandens lygis Akademijos tvenkinyje tiriamuoju laikotarpiu svyravo 0−19 cm ribose stoties „O“ atskaitos atžvilgiu. Kitų išmatuotų vandens... [toliau žr. visą tekstą] / In Lithuania, as well as in other countries of the world, great efforts are made to reduce water pollution. According to the national monitoring data, there is still a high concentration of biogenic substance in Lithuanian rivers. Water pollution problem is one of the key EU environmental issues. In order to find out the main water pollution problems, it is necessary to conduct the measurements of water quality parameters of the investigated River. For this purpose, from 06/11/2010 to 07/05/2013 water quality measurements were carried out, during which values of the following parameters were recorded: water level fluctuations, dissolved oxygen concentration, pH, total dissolved solids, the variation of nitrates and water temperature. Water quality parameters were measured upstream and downstream the pond at Akademija settlement. In accordance with the given data, water quality was identified in several points of Dotnuvėlė and Kačiupio rivers. The research revealed that the pond of Akademija determines nitrate distribution in the river, i.e. a slight nitrate increase was observed in the river below the pond. It was disclosed that in autumn total dissolved solids increased, in winter the concentration varied and it decreased in spring. According to the amount of dissolved oxygen at all measurement stations, water corresponded to a poor, extremely poor, moderate, good or extremely good condition. During the research period, water level in the pond of Akademija ranged from 0-19... [to full text]

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior / The pollution and inadequate use of waters are problems that have been discussed frequently, because the water is a limited resource, which needs better management and conservation. Mathematical models of water quality have been used to assist studies relating to lakes, rivers, reservoirs and estuaries. The CE-QUAL-W2 is a software that simulates the change in water quality in the vertical and horizontal directions, it has several resources, and has been used by many authors. In Santa Maria, the Vacacaí Mirim reservoir has great importance, since it is responsible to provide part of the water that supplies the city. However, the reservoir has suffered from pollution coming from near areas. So, CE-QUAL-W2 model was used to simulate some water quality parameters of the reservoir, such as: water temperature, DO, BOD, and E.coli. We used results of monitoring realized in the years 2010 and 2011. The mean absolutes errors (MAE s) of the simulated temperatures, compared to observed, varied from 0.4 to 3.1°C, and standard errors (SE's), 0.4 to 3.5ºC. For the DO, the MAE's varied from 0.5 to1.9 mg /L and SE's, 0.7 to 2.2 mg /L. In the case of BOD, this obtained MAE's between 0.1 to 2.5 mg/L, and SE's between 0.1 to 2.5 mg/ L. Finally, the simulation of E.coli obtained MAE s between 1 and 230 MPN/100mL, and SE s between 1 to 235 MPN/100mL. Based on simulated profiles for CE-QUAL-W2, it might be said that parameters DO and temperature showed the best results, and E. coli, the biggest difficulties for calibration, due to their variability and lack of data. In the simulation scenario, firstly, it was used data by 2000 and 2010 demographic census, to estimate the population in the basin in 2050. The population increase was 56%. Although, the population at the local has increased considerably, the water quality has suffered a slight drop. Because, DO was 5.5 mg/L in 2010, and reach 4.4 mg/L in 2050, during the summer, not harming other seasons. In a second prediction, the installation of an enterprise was admitted, which launched large amount of wastewater in the reservoir, as a poultry slaughterhouse (125,000 chicken /day). In this case, the water quality showed a sharper declined, which increase in organic matter, reaching 5.1 mg/L at some points, and decreased of DO, with concentrations close to zero, not obeying the limits established by CONAMA Resolution 357/05, for the urban supply. In this way, we can said that the model simulates the behavior of water quality parameters in Vacacai Mirim reservoir, and makes predictions, it may be useful in other studies at the local and in reservoir management. / A poluição e o uso inadequado das águas são problemas, frequentemente, abordados, pois a água é um recurso limitado, que necessita de uma melhor gestão e conservação. Para auxiliar os estudos referentes a lagos, rios, reservatórios e estuários, cada vez mais, têm sido usados modelos matemáticos de qualidade da água. O CE-QUAL-W2 é um software que simula a variação da qualidade da água nas direções vertical e horizontal, possui vários recursos, e já foi utilizado por diversos autores. Em Santa Maria, o reservatório do Vacacaí Mirim possui grande importância, visto que é responsável por fornecer parte da água que abastece a cidade. Porém, o reservatório tem sofrido com a poluição, vinda das áreas próximas ao mesmo. Logo, o modelo CE-QUAL-W2 foi utilizado para simular alguns parâmetros de qualidade da água do reservatório, como: temperatura da água, OD, DBO e E.coli. Utilizou-se resultados de monitoramento realizado nos anos de 2010 e 2011. Os erros médios absolutos (EMA s) das temperaturas simuladas, em relação às observadas, variaram de 0,4 a 3,1°C, e os erros padrões (EP s), de 0,4 a 3,5ºC. Para o OD, os EMA s variaram de 0,5 a 1,9 mg/L e os EP s, de 0,7 a 2,2 mg/L. No caso da DBO, esta obteve EMA s entre 0,1 e 2,5 mg/L, e os EP s entre 0,1 e 2,5 mg/L. Por último, a simulação da E.coli obteve EMA s entre 1 e 230 NMP/100mL, e EP s, entre 1 e 235 NMP/100mL. Com base nos perfis simulados pelo CE-QUAL-W2, pode-se afirmar que os parâmetros OD e temperatura apresentaram os melhores resultados, e a E.coli, as maiores dificuldades para a calibração, devido à sua variabilidade e carência de dados. Na simulação de cenários, primeiramente, utilizou-se dados dos censos demográficos de 2000 e 2010, para estimar a população na bacia no ano de 2050. O aumento populacional foi de 56%. Embora a população no local tenha aumentado consideravelmente, a qualidade da água sofreu uma leve queda. Pois, o OD era 5,5 mg/L em 2010, e atingiu 4,4 mg/L em 2050, durante o verão, não prejudicando as demais estações. Em uma segunda previsão, admitiu-se a instalação de um empreendimento, que lançasse grande quantidade de efluente no reservatório, como um abatedouro de aves (125.000 aves/dia). Neste caso, a qualidade da água apresentou uma queda mais acentuada, com aumento da matéria orgânica, atingindo 5,1mg/L em alguns pontos, e diminuição do OD, com concentrações próximas a zero, não obedecendo os limites estabelecidos pela Resolução CONAMA 357/2005, para o abastecimento urbano. Dessa forma, pode-se afirmar que o modelo consegue representar o comportamento dos parâmetros de qualidade da água do reservatório do Vacacaí Mirim, e realizar previsões, podendo ser útil, em demais estudos no local e na gestão do reservatório.

Ensuring access to safe drinking water to protect public health in many communities underserved or unserved by centralized water systems in the US requires regular water quality testing and reporting. Following testing, access to easy-to-comprehend water quality information may be challenging. Households served by water utilities have access to water quality information. However, households depending on unregulated water systems like wells and springs are often unaware of their water quality. Therefore, this study utilized multiple water quality parameters to determine the quality of karst spring water using two Water Quality Index (WQI) methods. In-situ measurements of physico-chemical parameters (pH, dissolved oxygen, temperature, turbidity, conductivity, specific conductance, total dissolved solids, oxidation reduction potential were taken at 50 karst springs in east Tennessee during Summer 2021. Water samples were analyzed for microbial (fecal coliform, and E. coli), nutrients (nitrate and nitrite), and radiological (radon) constituents using standard analytical methods. Springs generally met federal and state water quality safe limits for physicochemical parameters, but 100% of water samples contained fecal coliform and 90% contained E. coli revealing widespread fecal contamination; 60% of springs exceeded radon concentrations of 300 pCi/L. WQI method 1 (Brown et al. 1972) rated 12 % of springs as very poor water quality and 88% as unfit for drinking. WQI method 2 (NSFWQI) rated 4% of the sampled springs as good, 92% as moderate and 4 % as bad. Water treatment procedures for microbial pollution purification are advised before the studied springs are used as a drinking water source.

Karst springs are an essential source of private water supply for about 10% of households in Tennessee. However, these springs, which can be easily polluted, are unregulated. This study, therefore, assesses water quality spatial patterns and water quality rating of roadside springs in northeast Tennessee. Karst spring water samples collected from 50 springs were assessed using EPA Standard methods for pathogens, nutrients, radon, and physicochemical parameters. Springs generally met federal and state standards for physicochemical parameters, 90% of samples contained E. coli, and all samples contained fecal coliform. High E. coli was spatially clustered causing a fecal contamination hot spot on the border of Washington and Sullivan Counties, Tennessee. 60% of springs exceeded radon concentrations of 300 pCi/L. Water quality ratings were very poor or unfit for drinking, with 4% of springs ranked “good”. Therefore, microbial pollution purification procedures are advised before using these springs as a drinking water source.

No description available.

Au Liban, 65% de la population résident à Beyrouth et au Mont Liban particulièrement dans la zone côtière et dans une bande étroite du flanc ouest du Mont Liban. Cette occupation engendre une forte pression anthropique sur les ressources hydriques. En effet environ 330 Mm3 d'eaux usées par an sont rejetés dans la Méditerranée par 53 émissaires distribués sur les villes côtières. Ces eaux, rejetées en grande majorité sans traitement, représentent le vecteur principal de pollution du milieu récepteur que représente la Mer Méditerranée (MOE/UNDP/ECODIT, 2011).Cette étude avait pour objectif principal de déterminer la qualité des eaux usées au Liban et d'établir une comparaison entre les contextes Libanais (en s'appuyant sur Beyrouth) et Français (cas de l'agglomération parisienne). Un suivi ponctuel des eaux usées provenant de 4 sites de prélèvement représentatifs de la région de Beyrouth et ses banlieues (sites d'Al Ghadir, Fleuve Beyrouth, Antelias et Jounieh) a été conduit. Deux sites ont été sélectionnés pour un suivi en continu de l'évolution des eaux usées aux échelles journalière et hebdomadaire : Jounieh et Al Ghadir. En France, une série de campagnes ont été réalisées sur les principaux émissaires des stations d'épuration de Marne Aval, Seine Amont, Seine Centre et Seine Aval, au sein de la STEP Seine Centre (au niveau des traitements primaire et secondaire), et en Seine. Ensuite les résultats à Beyrouth et Paris ont été confrontés pour déterminer l'impact sur l'environnement qu'aurait la mise en place de traitements adaptés aux effluents libanais. Les niveaux de contamination pour les paramètres globaux sont comparables pour le prélèvement ponctuel entre les bassins versants d'Al Ghadir et de Jounieh. Cependant les niveaux relevés à Al Ghadir et Jounieh sont plus élevés que ceux d'Antelias et Fleuve Beyrouth. Par ailleurs, le suivi en continu a permis de mettre en évidence que les niveaux en MES, MVS, DCOT et DBO5 sont généralement comparables sur les deux sites Al Ghadir et Jounieh. La comparaison avec les émissaires parisiens montre des différences significatives pour les MES, MVS et DBO5, ces paramètres sont significativement plus élevés sur les sites libanais. Pour la DCOT, les concentrations sont comparables entre les deux pays. En comparant les ETM totaux (Cr, Zn, Cu, Cd et Pb), on trouve que la concentration en cuivre des émissaires parisiens est plus élevée que celle du Liban pour les bassins versants d'Al Ghadir et Jounieh. Pour le plomb et le zinc, les concentrations sont comparables entre les deux pays. Enfin les concentrations en cadmium et chrome sont beaucoup plus élevées à Beyrouth qu'à Paris. Les flux en ETM au Liban exportés vers la Mer Méditerranée pour le site d'Al Ghadir sont 20,7; 20,8; 2,42; 0,6; et 1,5 kg/jour respectivement pour le CrT, ZnT, CuT, CdT et PbT et pour l'émissaire de Jounieh 0,66; 3,7; 0,38; 0,045 et 0,33 kg/jour. En s'appuyant sur l'efficacité des STEP parisiennes, les niveaux rejetés diminueraient de 90 à 98% pour les MES, de 84 à 95% pour la DCOT et de 63 à 97 % suivant l'ETM concerné / In Lebanon, 65 % of the population lives in Beirut and Mount Lebanon particularly along the coastal area and a narrow band of the western side of the Lebanon Mount. This occupation generates a strong anthropic pressure on the water resources. Indeed approximately 330 mm3 of waste waters a year are rejected into the Mediterranean by 53 trunks distributed along the coastal towns. In fact, these wastewaters are released to natural media without any significant treatment and These effluents, released in great majority without treatment, are considered as the primary vector of the Mediterranean Sea pollution (MOE/UNDP/ECODIT, 2011).This study aimed at determining the quality of wastewaters in Lebanon and at establishing a comparison between the Lebanese (with respect to Beirut) and French (case of the urban area of Paris) contexts. A specific monitoring of wastewaters was led on 4 representative sampling sites of the area of Beirut and its suburbs (Al Ghadir sites, Beirut River, Antelias and Jounieh). Two sites were selected to follow the evolution of the wastewater quality both at the daily and weekly scale: Jounieh and Al Ghadir. In France, a series of campaigns were carried out on the main trunks of several wastewater treatment plants, e.g., Marne Aval, Seine Amont, Seine Aval and Seine Centre, in the Seine Centre WWTP (within the primary and secondary treatments), and in the Seine River. Then the results in Beirut and Paris were confronted to determine the environmental impact of the installation of treatments adapted to the Lebanese effluents.Contamination levels for the water quality parameters were comparable for the punctual sampling between the Al Ghadir and Jounieh watersheds. However, the levels found in Al Ghadir and Jounieh were higher than those of Antelias and Beirut River. In addition, continuous monitoring helped to highlight the levels of TSS, VSS, BOD5 and CODT were generally comparable at both sites: Al Ghadir and Jounieh. The comparison with the Parisian trunks showed significant differences for TSS, BOD5 and VSS, these parameters were significantly higher on Lebanese sites. For CODT, concentrations were comparable between the two countries. By comparing the total ETM (Cr, Zn, Cu, Cd and Pb), we found that Cu concentrations in Parisian trunks were higher than those of Lebanese Al Ghadir and Jounieh watersheds. For lead and zinc concentrations were comparable between the two countries. Finally, the concentrations of cadmium and chromium were much higher in Beirut than in Paris. Trace metal flows to the Mediterranean Sea from the Al Ghadir site were of 20,7; 20,8; 2,42; 0,6; and 1,5 kg/day for CrT, ZnT, CuT, CdT and PbT respectively, and for Jounieh they were of 0,66; 3,7; 0,38; 0,045 and 0,33 kg/day, respectively. Based on the effectiveness of the Parisian WWTPs, released levels would decrease by 90-98 % for TSS, 84-95 % for CODt and 63-97 % depending on the ETM concerned

Submitted by Lucienne Costa (lucienneferreira@ufcg.edu.br) on 2018-04-13T20:32:36Z No. of bitstreams: 1 THIAGO CABRAL NEPOMUCENO – DISSERTAÇÃO (PPGECA) 2018.pdf: 5961539 bytes, checksum: ea3a80835b67c0d1615b111f56921a4a (MD5) / Made available in DSpace on 2018-04-13T20:32:36Z (GMT). No. of bitstreams: 1 THIAGO CABRAL NEPOMUCENO – DISSERTAÇÃO (PPGECA) 2018.pdf: 5961539 bytes, checksum: ea3a80835b67c0d1615b111f56921a4a (MD5) Previous issue date: 2018-02-27 / Capes / O lançamento de efluentes domésticos em ambientes aquáticos sem o devido tratamento vem comprometendo a qualidade da água de reservatórios e rios. Esta torna-se ainda mais relevante quando, em torno desses corpos hídricos superficiais, existe uma intensa prática agrícola, com aplicação de fertilizantes a base de nitrogênio e fósforo, onde a ocorrência de eventos chuvosos pode gerar escoamento superficial e encaminhar o excesso desses nutrientes presentes no solo para os rios e reservatórios próximos. Portanto, o presente trabalho propôs o desenvolvimento e aplicação de um modelo para simulação de nitrogênio e fósforo em sistemas de recursos hídricos, que permita simular a interação de rios, reservatórios e áreas agrícolas em termos desses parâmetros de qualidade de água. No arranjo estrutural do modelo desenvolvido, duas etapas metodológicas merecem destaque, são elas: modelagem de nitrogênio e fósforo nas áreas agrícolas, considerando os principais fluxos de entrada e saída desses macronutrientes no solo, e definição dos sistemas de equações diferenciais ordinárias que possam representar a dinâmica comportamental de nitrogênio e fósforo nos corpos hídricos, ou seja, rios e reservatórios integrantes de um determinado sistema estudado. Como estudo de caso, foi selecionado um sistema de recursos hídricos localizado na unidade de planejamento hidrológico do Alto Piranhas-PB, compreendendo áreas agrícolas, rios e reservatórios, juntamente com as principais contribuições de nutrientes para o respectivo sistema, além de ser levado em consideração o aporte das águas da transposição do rio São Francisco, proveniente do Eixo Norte da transposição. Para a aplicação do modelo desenvolvido, foram analisados cenários que possibilitassem uma melhor avaliação da resposta do sistema estudado ao lançamento dos efluentes domésticos e agrícolas, além do impacto das águas da transposição. Os resultados das simulações indicaram que os recursos hídricos analisados são sensíveis a ação dos efluentes domésticos e agrícolas, principalmente nos períodos de seca, onde o volume dos reservatórios e vazões nos trechos dos rios são reduzidos. Com o acréscimo das águas da transposição, foram observadas atenuações significativas nos níveis de nitrogênio e fósforo nos corpos hídricos, devido ao maior poderio de diluição dos efluentes proporcionado por esse aporte hídrico, embora foram observados níveis críticos em alguns meses. Desta forma, medidas preventivas e corretivas devem ser adotadas a esse tipo de sistema, de maneira a evitar o comprometimento da biota aquática e dos múltiplos usos as quais as águas estão destinadas. / The release of domestic effluents in aquatic environments without the proper treatment has compromised the water quality of reservoirs and rivers. This becomes even more relevant when, around these surface water bodies, there is an intense agricultural practice, with the use of nitrogen and phosphorus base fertilizers, where the occurrence of rainfall events can generate runoff and return the excess nutrients present in the soil to nearby rivers and reservoirs. Therefore, this work proposed the development and application of a model for simulation of nitrogen and phosphorus in water resources systems, allowing the interaction of rivers, reservoirs and agricultural areas in terms of water quality parameters. In the structural arrangement of the developed model, two methodological steps are worth mentioning: nitrogen and phosphorus modeling in agricultural areas, considering the main input and output flows of these macronutrients in the soil, and definition of the systems of ordinary differential equations that can represent the behavioral dynamics of nitrogen and phosphorus in the water bodies, ie, rivers and reservoirs that are part of a given system studied. As a case study, a water resource system was selected, located in the Alto Piranhas-PB hydrological planning unit, comprising agricultural areas, rivers and reservoirs, together with the main nutrient contributions to the respective system, besides being taken into account the contribution of the waters of the transposition of the São Francisco river, coming from the Eixo Norte of the transposition. For the application of the developed model, scenarios were analyzed to enable a better evaluation of the response of the studied system to the release of domestic and agricultural effluents, besides the impact of the transposition waters. The results of the simulations indicated that the analyzed water resources are sensitive to the action of domestic and agricultural effluents, mainly in periods of drought, where the volume of the reservoirs and flows in the stretches of the rivers are reduced. With the addition of the transposition waters, significant attenuations were observed in the nitrogen and phosphorus levels in the water bodies, due to the higher dilution power of the effluents provided by this water supply, although critical levels were observed in some months. Therefore, preventive and corrective measures should be adopted for this type of system in order to avoid compromising the aquatic biota and the multiple uses to which the waters are destined.

Sinking Creek, located in upper east Tennessee, is on the 303(d) list for not meeting minimum water quality standards for recreation. A Total Maximum Daily Load (TMDL) for fecal coliforms was developed. The purpose of this study was to investigate the use of water quality parameters to identify areas that contribute to the fecal coliform loading. Concentrations of nitrate-N, orthophosphates, BOD, alkalinity, hardness, and optical brighteners (OB) were monitored at fourteen stations monthly for one year. Site 3 (agricultural region) exhibited the highest average nitrate-N loadings (627.34 mg/sec) and orthophosphate (as PO43-) loadings (84.83 mg/sec). Alkalinity loadings ranged from 10.00 mg as CaCO3/sec to 163,500.00 mgCaCO3/sec. Hardness loadings ranged from 2.00 mg as CaCO3/sec to 96,200.00 mgCaCO3/sec. The agricultural sites exhibited higher loadings for all water quality parameters measured (except OB) than the urban and forest areas. Nutrient loadings appeared to be related to agricultural land use patterns.