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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
111

Occurrence and Risk Assessment of Illicit Drugs in Wastewater Treatment Plants’ influent and effluent in Halland County, Sweden: Cocaine, MDMA, Amphetamine, Methamphetamine, and Cannabis.

Ansari, Jamshid January 2018 (has links)
Recently, the presence of illicit drugs in effluents from Wastewater Treatment Plants (WWTPs) and the aquatic environment has raised concern over their possible negative effects on aquatic organisms. In this study, therefore ecotoxicological data was retrieved through a literature survey and by using the software ECOSAR. Predicted No Effect Concentrations (PNEC) of five types of illicit drugs and their metabolites including 1. Cocaine (COC) and its metabolite Benzoylecgonine (BE), 2. Amphetamine (AMPH), 3. Methamphetamine (METH), 4. Cannabis ((delta 9 tetrahydrocannabinol (THC), 11-Nor-9-carboxy-delta-9-tetrahydrocannabinol (THC-CCOH)) and 5. 3,4-Methylenedioxymethamphetamine (MDMA) for species of three trophic levels in aquatic ecosystems derived. Predicted Environmental Concentrations (PEC) of above-mentioned drugs in twelve WWTPs’ influent and two effluents in Halland County have been measured by Swedish Toxicology Research Center (SWETOX co). Acute and chronic Risk Quotients (RQ) of the mixture of illicit drugs based upon two novel approaches calculated for the effluents of two WWTPs. Wastewater treatment plant in Ängstorp found with better removal efficiency of above- mentioned illicit drugs and the lower total RQs of (0.01<MRQacute<0.1; MRQchronic = 0.13) in comparison with that of Västra Stranden with the total RQs of (0.1<MRQacute <1; MRQchronic = 1.4). Although the RQ of WWTPs’ effluent was higher than 1 in Västra Stranden, there was no potential of risk on aquatic organisms in surface waters receiving that effluent. AMPH and Cannabis found as the most degradable substances through the WWTPs with (90-100%) of removal efficiency. Moreover, the results revealed that Cannabis (THC-COOH) was the most hazardous illicit drug on aquatic species in case of acute and chronic effects while, in terms of genotoxicology, a mixture of Cocaine metabolites found the most dangerous mixture of illicit drugs on zebrafish embryos.
112

Preparation of poly (vinylindene fluoride-co-hexafluoriproylene) composite membranes for treatment of water hardness

Ramollo, Khaleke Veronicah January 2022 (has links)
Thesis (M.Sc. (Chemistry)) -- University of Limpopo, 2022 / Calcium and magnesium are two dominant species that contribute to water hardness. The aim of this study was to develop a poly (vinylidene fluoride-co hexafluoropropylene) (PVDF-HFP) composite membrane for treatment of water hardness. The synthesis of PVDF-HFP composite membranes was confirmed by X ray diffraction (XRD), scanning electron microscopy (SEM), thermogravimetric analysis (TGA) and Fourier transform infrared (FTIR) spectroscopy. The concentrations of the hardness causing agents in both the simulated and real hard water samples were investigated in batch studies wherein parameters such as pH, contact time, temperature, and adsorbent were optimised. The maximum adsorption efficiency of 56 and 45 mg/g (evaluated by Langmuir isotherm) for Ca(II) and Mg(II) ions were obtained. These were achieved at an optimum pH of 7 and adsorption dosage of 0.5 mg/L using the 3% PVDF-HFP/cellulose acetate (CA) and 1% nitrogen doped multiwalled carbon nanotubes (N-MWCNTs)/CA composite membranes respectively. The adsorption kinetics and isotherm models were all consistent with the pseudo-second order and Freundlich isotherm models for all the membranes suggesting that the sorption process met heterogeneous adsorption. Furthermore, the thermodynamic parameters indicated that the adsorption is physical and endothermic in nature. Reusability studies showed that all the PVDF-HFP based membranes can be recycled at least 3 times and for Ca(II) ions an adsorption loss of only 0.35 % was recorded while using a 3% PVDF-HFP/CA composite membrane. These results were further confirmed by XRD, TGA and inductively coupled plasma mass (ICP-MS) spectrometry. Thus, the findings from this study have shown that the PVDF-HFP based membranes could provide valuable material for hardness removal to acceptable level.
113

Predictive Modeling Of Sulfide Removal In Tray Aerators

Faborode, Jumoke O. 01 January 2010 (has links)
Hydrogen sulfide is commonly found in many Florida potable groundwater supplies. Removing sulfur species, particularly hydrogen sulfide is important because if left untreated, sulfide can impact finished water quality, corrosivity, create undesirable taste and odor, and oxidize to form visible turbidity and color. This document presents the results of a study designed to investigate the removal efficiencies of a variety of tray aerators in Central Florida in order to develop a predictive mathematical model that could be used to determine tray effectiveness for sulfide removal. A literature review was performed that indicated there was limited information regarding the removal of hydrogen sulfide using conventional tray aerators, and no information regarding the removal of total sulfide from tray aerators. There was significantly more information available in the literature regarding the usefulness of sulfide removal technologies from water supplies. Consequently, the lack of literature regarding sulfide removal using tray aerators suggested that there was a need for additional research focused on sulfide removal from water flowing thru tray aerators. Several water purveyors that relied on tray aerators as a part of their water treatment operations were contacted and requested to participate in the study; three water purveyors agreed to allow the University of Central Florida (UCF) to enter their secured sites to collect samples and conduct this study. The three facilities included the UCF‘s water treatment plant located in Orlando and situated in eastern Orange County, the City of Lake Hamilton‘s water treatment plant located in west-central Polk County, and the Sarasota-Verna water treatment plant located in western Sarasota County. An experimental plan was developed and field sampling protocols were implemented to evaluate sulfide removal in commonly used tray aerators at the three drinking water treatment facilities. Total iv sulfide concentrations passing through the trays were determined in the field at each site using a standard iodometric analytical technique. In addition, other water quality parameters collected included dissolved oxygen, pH, temperature, conductivity, turbidity, alkalinity, hardness, total dissolved solids and total suspended solids; these samples were collected and analyzed either in the field or at the UCF laboratory. A first-order empirical model was developed that predicted sulfide removal in tray aerators. The model‘s constant was evaluated with respect to the water‘s proton concentration [H + ], the tray aerator‘s surface area, and hydraulic flow rate thru the trays. The selected model took the form of Cn=C0 (10-kn ) where Cn is the sulfide remaining after aeration in mg/L, C0 is the sulfide entering the distribution tray in mg/L, n is the number of tray stages in the aerator, and . From the empirical model, it was shown that sulfide removal was negatively impacted as the proton concentration (H+ ) decreased, and flow increased. Conversely, it was observed that increased sulfide removal occurred as the available tray aerator surface area increased. The combined parameters of proton concentration, flow rate, and area were statistically evaluated and used to develop an empirical constant that could be used in a first order model to predict sulfide removal in tray aerators. Using a site-specific derived experimental (empirical) constant, a water purveyor could use the developed model from this work to accurately predict sulfide removal in a tray aerator by simply measuring the total sulfide content in any raw groundwater supply and then providing the desired number of tray stages available for treatment.
114

Capacity building through sustainable operations and maintenance : the Zeerust wastewater treatment

Coetzer, Casper 12 1900 (has links)
Thesis (MBA)--Stellenbosch University, 2015. / ENGLISH ABSTRACT: Providing basic access to water and sanitation is critical for poverty alleviation and stimulating economic growth, but at the same time it is putting a huge strain on South Africa’s existing economic infrastructure. Local governments allow their existing wastewater infrastructure to deteriorate to the extent that it no longer functions according to its design, and then apply for capital funding for refurbishment. Capital investment alone will not provide a sustainable solution to meet the increased demand on the ageing wastewater infrastructure, since local governments do not have the financial means and technical capacity to adequately maintain and operate their infrastructure. A paradigm shift is required to develop alternative and innovative business models to ensure a sustainable solution providing continued and consistent capacity as a basis for further expansion. Public-private partnerships (PPP) could provide a feasible solution towards building a sustainable technical capacity at local governments. Engaging the private sector must however not be aimed towards access to private sector finance, but rather the improvement in operational efficiency and increased level in service. Obtaining private sector finances will be the wrong focus for engaging in PPP undertakings in South Africa. Private operation must be combined with public financing. The design-build-operate (DBO) model with public financing would be highly viable. Such an arrangement will hold no financial risk to the private sector entity with revenue collection strictly remaining a local government function. The DBO method of delivery (with public funding) will be an effective way to realize cost savings, achieve efficiencies in construction and operation, utilize expertise, and most importantly, for skills transfers and capacity building at local government level. Ultimate sustainability will only be achieved once local government is able to raise the majority of its own funds for operation and maintenance through tariffs and other instruments, including some towards capital redemption. Grant funding must make provision for maintenance and operation of all capital funded projects. All shareholders must join forces in lobbying this concept at the highest political echelons because in terms of Section 154 of the Bill of Rights, national and provincial governments have a duty towards local governments to support and strengthen their capacity, to effectively perform their functions.
115

Les substances émergentes dans les écosystèmes aquatiques français : une application aux alkylphénol-polyéthoxylés et aux substances pharmaceutiques

Lardy-Fontan, Sophie 09 December 2008 (has links)
Les alkylphénol-polyéthoxylés et les substances pharmaceutiques appartiennent à la classe des contaminants émergents qui sont depuis peu étudiés dans les milieux naturels. Ces composés d’usage très répandu (aussi bien en termes d’applications qu’en termes de quantité) sont introduits dans le milieu aquatique, via les stations d’épuration, principalement et sont susceptibles d’engendrer des effets toxiques sur les organismes vivants dans ces milieux. La première partie de ce travail de thèse a consisté en le développement et la validation de différentes méthodologies d’échantillonnage (ponctuel et intégratif (POCIS)), de différents protocoles d’extraction (SPE, extraction assistée par micro-ondes) et d’analyse (CL/SM, CL/SM/SM), nécessaires pour un dosage fiable des alkylphénol-polyéthoxylés et des substances pharmaceutiques dans les différents compartiments des systèmes aquatiques (phases dissoute, particulaire et sédimentaire, organismes biologiques). Ensuite, un bilan de la contamination de différents systèmes aquatiques (le bassin de d’estuaire de Seine, la Garonne et la Gironde, la baie de la Vilaine, la baie de l’Authie, l’Adour, la rade de Marseille) a été dressé. Une contamination généralisée par ces composés a été mise en évidence pour l’ensemble des sites étudiés. Les concentrations mesurées apparaissent extrêmement variables selon la classe de molécule considérée, les sites et le temps avec des concentrations comprises entre le ng.l-1 et la dizaine de µg.l-1 pour les phases dissoutes et de la dizaine de ng.g-1 et la dizaine de µg.g-1 pour les phases solides (plusieurs centaines de µg.g-1 dans les boues d’épuration). Ces études ont également permis de documenter la présence et le devenir des molécules ciblées dans les stations d’épuration et ont permis d’en évaluer l’efficacité quant l’abattement des substances incriminées. Enfin, ces travaux ont également permis de mettre en évidence des phénomènes de partition entre les phases dissoutes et les phases solides ainsi que des phénomènes de transferts vers les organismes du milieu. / Alkylphenol-polyethoxylates and pharmaceutical substances belong to the class of the emerging contaminants which have been recently studied in natural environments. These compounds of very widespread use (in terms of applications as well as in terms of quantity) are introduced into the aquatic environment, via the wastewater treatment plants, mainly, and are likely to generate toxic effects on the living organisms in these systems. The first part of this work consisted in the development and validation of various methodologies of sampling (grab sampling and integrative sampling (POCIS)), of various protocols of extraction (SPE, microwaves assisted extraction) and of analysis (LC/MS, LC/MS/MS), necessary for a reliable quantification of alkylphenol-polyethoxylates and pharmaceutical substances in the various compartments of aquatic systems (phases dissolved, particulate and sedimentary, biological organisms). Then, an assessment of the contamination of numerous aquatic systems (the catchment area of the Seine estuary, the Garonne and the Gironde, the bay of Vilaine, the bay of Authie, the Adour, the Mediterranean coast of Marseilles) was undertaken. A generalized contamination by these compounds was highlighted for all the studied sites. The measured concentrations appear to be extremely variable according to the class of molecule considered, the sites and time with concentrations ranging from the ng.l-1 to tens of µg.l-1 for the dissolved phases and from tens of ng.g-1 to tens of µg.g-1 for the solid phases (several hundreds of µg.g-1 in the clarification sludge). These studies also made it possible to document the presence and the fate of these molecules in the French wastewater treatment plant and made it possible to evaluate their effectiveness to remove the studied compounds. Lastly, this work also made it possible to highlight phenomena of partition between the dissolved phases and the solid phases as well as phenomena of transfers through the biological organisms.
116

Levels and sources of organophosphorus flame retardants and plasticizers in indoor and outdoor environments

Marklund, Anneli January 2005 (has links)
Global consumption of organophosphate esters (OPs), which are used as flame retardants and plasticizers, is rapidly increasing. Their use as additives in diverse applications poses a risk as they may be emitted from the products they are added to and be further transported in the environment. Therefore, the levels, distribution, and possible sources of 15 OPs, some of which are reported to be toxic, were investigated in indoor and outdoor environments. An exposure assessment was performed, and the exposure to OPs via inhalation was examined for five occupational groups. In addition, based on the findings of the studies, the total flow of OPs in Sweden was estimated. In indoor environments, the OPs detected in air and dust varied between the sites, but generally reflected the building materials, furniture etc. used in the premises. A majority of the analysed OPs were detected in all samples, and public buildings tended to have higher levels than domestic buildings. The chlorinated OPs dominated in indoor air and wipe samples from vehicles. They were also abundant in the dust samples. Some occupational groups were significantly more exposed to OPs than others. Aircraft technicians, for example, were exposed to about 500 times more tributyl phosphate than day care centre personnel. Upon domestic and industrial cleaning, OPs are discharged with the wastewater via the sewage system to sewage treatment plants (STPs). Irrespective of the size of the STPs investigated, they had similar levels of OPs in their influents, indicating that products containing OPs are widely used by the communities they serve. In some cases, it was possible to trace elevated levels of individual OPs to specific sources. The OPs were poorly removed from the wastewater, and the chlorinated OPs especially tended to pass through the STPs without being removed or degraded. Thus, levels of OPs in their effluents were also similar, as were the levels in their sludge. Of the total amounts of OPs entering the STPs, 50% was emitted to the recipients via the effluent. Hence, there is room for significant improvement in the treatment processes. Carps living in a pond, receiving STP effluent were found to contain relatively high levels of OPs compared to perch collected in lakes from background locations. Air and road traffic were also identified as sources of OPs: the concentration of total OPs in snow samples decreased with increasing distance from a major road intersection, and OPs were detected in aircraft lubricants and hydraulic fluids and in waste oil from cars and lorries. OPs are emitted from both diffuse and direct sources to the environment and may then be spread by long-range air transport, rivers and streams. This probably explains why OPs were also detected in air and fish from background locations. Finally, OPs are ubiquitous substances in both indoor and outdoor environments. The possibility that prolonged exposure to OPs at the levels found may cause adverse effects, for instance in aqueous organisms, cannot be excluded. For example, the OP levels in snow were of the same magnitude as reported effect concentrations. Similarly, in some premises, indoor exposure to OPs was close to the suggested guideline value. However, since these studies include only a limited number of samples, and data regarding the health and environmental effects of OPs are sparse, no definitive conclusions regarding their possible environmental effects can be drawn. / Den globala konsumtionen av organiska fosfatestrar (OP) för användning som flamskyddsmedel och mjukgörare har ökat kraftigt på senare tid. Det breda användningsområdet för dessa additiv medför en risk att de kan avges från de produkter de är satta till och transporteras vidare ut i miljön. Följaktligen undersöktes källor till, halter av, och fördelning i inom- och utomhusmiljöer av 15 OP, varav en del har toxiska effekter. Vidare har exponering för OP i bl.a bostäder och offentliga byggnader beräknats. Utöver detta undersöktes exponeringen för OP via inandning hos 5 yrkesgrupper. Slutligen användes resultaten för att uppskatta det totala flödet av OP i Sverige. I de olika inomhusmiljöerna uppmättes ett flertal OP i varierande halter i damm och luft, men generellt speglade halterna byggnadsmaterial, möbler etc. som fanns i lokalerna. De offentliga lokalerna tenderade att uppvisa högre halter än privata hus, förmodligen beroende på högre brandskyddskrav. Klorerade OP dominerade i inomhusluft samt i avstrykningsprov från fordon och förekom även i höga halter i damm. Vissa yrkesgrupper var exponerade för betydligt högre halter OP än andra, t.ex. exponerades flygtekniker för upp till 500 ggr högre lufthalter av tributylfosfat jämfört med förskollärare. I samband med våtskurning i inomhusmiljöer (hushåll, industrilokaler, osv.) släpps avsevärda mängder OP ut i avloppet och når till sist reningsverk. Oberoende av storlek på reningsverken var halterna av OP relativt lika, i vardera ingående vatten och slam, vilket indikerar en bred användning av OP i samhället. I vissa fall kunde specifika källor till OP i avloppsvattnet spåras. Exempelvis hade två av reningsverken högre halter av en klorerad OP jämfört med övriga reningsverk. Dessa behandlade vatten från en skumplastfabrik, respektive en fabrik som tillverkar flamskyddad färg. Avskiljningsgraden av OP från avloppsvatten visade sig generellt vara dålig, i synnerhet klorerade OP tenderade att passera genom reningsverken utan att degraderas eller avskiljas från vattnet. Av den mängd OP som nådde reningsverken släpptes 50 % ut till miljön via utflödet. Som ett resultat av detta uppvisade karpar från en damm påverkad av utflödet från ett reningsverk höga halter OP jämfört med abborrar från referenssjöar. Det finns därför anledning att förbättra tekniken på reningsverken. Flyg- och vägtrafik kunde också identifieras som källor till OP i miljön. OP uppmättes i hydrauloljor och smörjmedel för flygplan samt i spillolja från bilar och lastbilar. Vidare minskade totalhalten OP i snöprov med ökat avstånd från en större vägkorsning. OP släpps således ut från både diffusa och direkta källor och kan sedan spridas vidare via luft och vattendrag. Därmed var det inte förvånande att OP även påträffades i luft och fisk från bakgrundslokaler. Avslutningsvis förekommer OP i varierande halter i såväl inom- som utomhusmiljöer. Det kan inte uteslutas att långvarig exponering för de halter av OP som uppmätts skulle kunna orsaka negativa effekter hos t.ex vatten- eller jordlevande organismer. I smälta snöprov från en flygplats uppmättes exempelvis halter av OP i samma storleksordning som rapporterade effektkoncentrationer. Dessutom visade sig den beräknade exponeringen av OP, i några av de provtagna inomhuslokalerna, uppgå till halter nära det föreslagna riktvärdet för OP i Tyskland. Dessa studier inkluderar dock ett begränsat antal prov och provtyper och kunskapen om dessa föreningars miljö- och hälsoeffekter är bristfällig. Därför bedöms underlaget som för litet för att några definitiva slutsatser ska kunna dras angående OPs eventuella effekter på miljön.
117

Evaluation de l’activité oestrogenique de contaminants et développement d’un bio-récepteur d’affinité pour la détection d’une xéno-hormone / Evaluation of estrogenic activity of contaminants and development of a bio-affinity receptor for a xeno-hormone detection

Ibn Hadj Hassine, Aziza 23 April 2014 (has links)
Depuis plusieurs années, des agents exogènes environnementaux appelés perturbateurs endocriniens (PE), sont soupçonnés d’interférer avec les fonctions essentielles de reproduction et de développement chez de nombreux organismes vivants. Pour la protection de l’Environnement et de l’Homme, la Directive Cadre sur l’Eau établit des normes de qualité environnementale (NQE) et limite la concentration de trente-trois substances et de huit autres polluants dans les eaux de surface. En revanche, elle ne prend pas encore en compte l’effet de ces substances prioritaires sur les écosystèmes et les humains notamment la perturbation endocrinienne. De plus les spécificités des perturbateurs endocriniens (courbe dose réponse, effets de mélanges etc..) rendent le processus d'identification de ces molécules complexe. Cette thèse est axée sur l’étude d’un des effets hormonaux, les plus couramment rencontrés, la perturbation estrogénique en utilisant comme outils de diagnostic le yeast estrogen screen (YES). Cette étude porte plus particulièrement sur le nord de la Tunisie où l’impact de certains PE sur le développement de poissons Aphanius fasciatus a été mis en évidence. Certains xénoestrogènes comme le cadmium et les HAP, produits générés par l’industrie locale, sont en partie mis en cause dans les malformations observées. En parallèle, certains xénoestrogènes (parabènes notamment) sont retrouvés dans les eaux de stations d’épuration. D’autres produits chimiques comme les colorants textiles et alimentaires ont également des activités endocriniennes. Dans le cadre de la surveillance de la qualité des eaux, il est nécessaire de développer des tests rapides de détection de ces perturbateurs venant complémenter les analyses chimiques. Certaines substances actives sur le système endocrinien étant peu immunogènes, l’axe de recherche développé, dans ce cadre de cette thèse, porte sur un peptide affine pour détecter une myoestrogène, l’ochratoxine A. / For several years, environmental exogenous agents called endocrine disruptors (ED) , are thought to interfere with reproduction and development fonctions in many organisms . For the Protection of the Environment and human health, the Water Framework Directive establishes environmental quality standards (EQS) and limits the ranges of thirty-three substances and eight other pollutants in surface waters. Nevertheless, it does not yet take into account the effect of these priority substances on ecosystems and humans including endocrine disruption. More than endocrine disruptors specificity (dose response curve , mixtures effect etc. .. ) make the identification process more complex. This thesis focuses on the study of hormonal effects, the most commonly encountered, estrogen disruption using the yeast estrogen screen (YES) as diagnostic tool. This study focuses particularly on the north of Tunisia, where the impact of ED on development of Aphanius fasciatus . Some xenoestrogens such as cadmium and PAH products generated by local industry are partly implicated on observed skeletal deformities. In parallel, some xenoestrogens (including parabens) are detected in the waters of sewage treatment plants. Other chemicals such as textile and food dyes also have endocrine activities. Under the supervision of water quality, it is necessary to develop rapid tests to detect endocrine disrupter and supplement chemical analyzes. Some active substances on the endocrine system is poorly immunogenic, the research axis developed in this thesis focuses on a peptide affinity for detecting a fungi toxin, ochratoxin A.
118

Diverzita makrozoobentosu v Evropsky významné lokalitě výskytu raka kamenáče (Austropotamobius torrentium)

PEŘINOVÁ, Eliška January 2019 (has links)
The "Zákolanský potok" takes part in European nature program Special Area of Conservation because of the presence of stone crayfish (Austropotamobius torentium), which is listed as threatened species. The area around brook is intensively agriculturally cultivated. Water from wastewater treatments plants is drained to the local brooks. The aim of the work was to describe diversity of macrozoobenthos on the brook called "Zákolanský potok". Further aim was to evaluate the ecological condition of the watercourse using biotic indexes. The samples of macrobenthos were taken from three profiles in five sampling periods. Profile 1 was control, profile 2 was under the wastewater treatments plants and the third profile was placed down the stream. Diversity, biomass, saprobic index, BMWP, and ASTP scores were evaluated for the community of macrozoobenthos. The saprobic index was evaluated to the beta-mezosaprobity value (2.0-2.4) in the first profile, the saprobic index on the second profile showed a relatively wide range from worse oligosaprobity to worse beta-mesosaprobity (1.2-2.4). On the third profile, the saprobic index ranged from better beta-mesosaprobity to better alpha-mesosaprobity (1.6-2.6). The BMWP and ASPT scores in all profiles refer to medium to low quality aquatic environments. The diversity of the community gained the best values on the 3rd profile, here was found with one more taxon than on the 1st profile. With increasing organic load, diversity decreased on the 2nd profile, although a more sensitive species was found here.
119

O lixiviado dos aterros sanitários em estações de tratamento dos sistemas públicos de esgotos / The leachate from landfill in wastewater treatment systems public sewers

Bocchiglieri, Miriam Moreira 11 May 2010 (has links)
O presente trabalho discute o recebimento de lixiviado de aterros sanitários em estações de tratamento do sistema público de esgotos para tratamento conjunto. Descreve os processos de geração do lixiviado nos aterros e faz uma avaliação desse recebimento em quatro estações de tratamento em operação no Estado de São Paulo que empregam processos biológicos de tratamento por lodos ativados convencional e por batelada, lagoas de estabilização (anaeróbia seguida de facultativa) e lagoas aeradas. Também apresenta a variação da produção de lixiviado em aterros sanitários em função dos períodos de chuva e seca, estabelecidos pela precipitação observada no período avaliado. Conclui que o tratamento conjunto de lixiviado de aterro é uma alternativa a ser considerada no planejamento dos sistemas de resíduos sólidos e de esgotos sanitários. A adoção do tratamento conjunto traz benefícios a esses sistemas e à sociedade, pois pode representar economia de escala, atendimento às exigências legais e conformidade ambiental, promovendo melhores condições de saúde pública / This work discuss the receipt of sanitary landfill leachate by public wastewater treatment plants for joint treatment. It describes the processes theough which leachate is generated in landfills and assesses its receipt in four wastewater treatment plants in the state of São Paulo that employ biological processes such as conventional and batch activated sludge and stabilization ponds (anaerobic pond followed by facultative pond). Additionally, the work shows the variation in the production of leachate during the dry and rainy seasons, which were established based on the volume of rainfall during the period of study. The conclusion is that the joint treatment of landfill leachate by wastewater treatment plants with the appropriate technical and operational criteria is na alternative to be considered in the planning of solid waste and sanitary sewer systems and the society because it would result in economy of scale, compliance with legal and environmental legislation, and improvement of public health
120

Desempenho de estações de tratamento de esgoto: uma análise de sistemas de lagoas de estabilização de pequeno e médio porte integrada à avaliação da qualidade dos corpos hídricos na UGRHI 12 - Baixo Pardo/Grande / Performance of wastewater treatment plants: an analysis of small and medium wastewater treatment pond systems integrated with evaluation of water bodies quality in UGRHI 12 - Baixo Pardo/Grande

Leonel, Letícia Franco 02 September 2016 (has links)
Apesar dos avanços nos índices de coleta e tratamento de esgotos no Estado de São Paulo, ainda existem incertezas sobre a efetividade dos sistemas de tratamento existentes, uma vez que são escassas as informações sobre o desempenho das ETEs em operação no país. Por meio da aquisição e análise de dados de desempenho do sistema, é possível a avaliação do cumprimento da legislação ambiental e a melhoria das condições operacionais, reduzindo, efetivamente, o impacto do lançamento sobre os recursos hídricos. Nesse sentido, o presente trabalho teve como objetivo avaliar estatisticamente o desempenho de lagoas de estabilização - tecnologia de tratamento mais utilizada no Estado de São Paulo - localizadas na UGRHI 12 - Baixo Pardo/Grande, todas com vazão de projeto inferior a 300 L/s, utilizando dados de automonitoramento fornecidos pelos prestadores de serviço. A avaliação compreendeu um período de 10 anos (2005 a 2014) e abrangeu desde os projetos das lagoas até a caracterização dos dados afluentes e efluentes das ETEs, incluindo também o impacto do lançamento dos esgotos tratados nos corpos receptores e a qualidade dos corpos d\'água em escala de bacia hidrográfica, utilizando os dados da rede de monitoramento da CETESB na UGRHI 12. O desempenho das ETEs foi avaliado quanto aos parâmetros DBO, DQO, CT, E. coli, SS, N-amoniacal e P-total, considerando tanto as faixas típicas apontadas na literatura, como o atendimento aos padrões de lançamento e qualidade. Os dados disponibilizados foram bastante heterogêneos, apresentando, em sua maioria, periodicidades de amostragem variáveis e interrupções no monitoramento, o que impediu, em alguns casos, a realização de uma análise mais consistente. As concentrações afluentes de matéria orgânica foram mais elevadas do que os valores usuais expressos na literatura, sendo a causa mais provável o baixo consumo de água aliado ao tipo de amostragem praticado (amostragem simples). De maneira geral, o desempenho das lagoas, considerando as eficiências médias de remoção de DBO e DQO, ficou dentro do esperado, o que não foi suficiente, contudo, para garantir percentuais elevados de conformidade com a legislação do estado de São Paulo, os quais resultaram abaixo de 80% na maioria das ETEs. Quanto às concentrações nos esgotos tratados, o desempenho ficou aquém do esperado, o que implicou no lançamento de efluentes com concentrações elevadas de matéria orgânica, embora de acordo com os padrões de lançamento pelo critério da eficiência de remoção. A avaliação do corpo receptor mostrou que, mesmo se tratando de vazões relativamente baixas, tais lançamentos foram capazes de impactar os cursos d\'água, notadamente aqueles com baixas razões de diluição. Finalmente, em escala de bacia hidrográfica, verificou-se que, nos corpos d\'água da UGRHI 12, ainda permanecem percentuais elevados de desconformidade para P-total e E. coli, contribuindo para esse cenário tanto as fontes de poluição pontuais como as difusas. / Despite advances in wastewater collection and treatment indicators in São Paulo state, there are still uncertainties about the effectiveness of existing treatment systems, since they is little information on the performance of WTPs operating in the country. Throughout the acquisition and analysis of system performance data, it is possible to evaluate the compliance with environmental legislation and improve operating conditions, effectively reducing the impact of the discharge on water resources. In this sense, the present study aimed to evaluate statistically the performance of stabilization ponds - wastewater treatment technology most widely used in São Paulo state - located in UGRHI 12 - Baixo Pardo/Grande, all of them with design flow rates below 300 L/s, using self-monitoring data given by the service providers. The evaluation comprised a period of 10 years (2005-2014), including from the projects of the ponds to the characterization of WTPs influent and effluent data, also incorporating the impact of treated wastewater release in receiving bodies and the quality of water bodies in watershed scale, using the data from CETESB\'s monitoring network in UGRHI 12. The performance of the WTPs was evaluated for BOD, COD, total coliforms, E. coli, suspended solids, ammonia and total phosphorus, considering the typical ranges mentioned in the literature and compliance with discharge and water quality standards. The provided data were quite heterogeneous, most of them presenting variable sampling periodicities and interruptions in monitoring, sometimes hindering a more consistent analysis. The influent\'s concentrations of organic matter were higher than the usual values expressed in the literature, which was most likely caused by low water consumption combined with the type of sampling practiced (single sampling). In general, the ponds\' performance, considering the average BOD and COD removal efficiencies, was as expected, however, such values weren\'t enough to ensure high percentage of compliance with São Paulo\'s environmental legislation, since the percentages were below 80% in most WTPs. Regarding the concentrations in treated wastewater, the performance was less than expected, which resulted in the discharge of effluents with high concentrations of organic matter, even though they were in compliance with discharge standards by the removal efficiency criterion. The evaluation of the receiving stream showed that, even consisting of relatively low flow rates discharges, such releases were able to impact the water bodies, especially those with low dilution ratio. Finally, in watershed scale, it was found that, in UGRHI 12 water bodies, there are still high percentages of non-conformity for total phosphorus and E. coli, contributing to this scenario both point and non-point sources of pollution.

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