As a modern metropolis, Shanghai has a registered population of 18.8 million in 2011, and the permanent population has been more than 20 million. As a result, Shanghai produces more than 6.3 million cubic meters of sewage per day which is considered as a massive test for Shanghai’s sewerage treatment system. Given the high proportion of time spent on the literature review, this study has investigated how the whole system works in Shanghai. To do this, Shanghai sewerage systems were divided into two parts – the drainage system and the sewage treatment system, and they were introduced respectively following the track of history development process. It was done by combining previously published theses, study reports, governmental documents, overt information by companies and news reports. It showed that, in 2009, Shanghai’s government established a basic formation of six centralized sewage treatment systems in co-existence with 52 sewage treatment plants. In the same year, the sewage treatment rate reached 78.9%, which can be considered a leap compared with the 62.8% figure in 2003. In spite of that, the gap between sewage treatment in Shanghai and that in developed countries still exists. By comparing Shanghai Bai Longgang sewage treatment plant with Halmstad Västra Stranden's waste water treatment plant, it can be concluded that the gap was embodied in differences of inflow condition, relative low discharge standards and poor treatment capability.

Many pharmaceuticals are found in municipal wastewater effluents due to their persistence in the human body as well as in conventional wastewater treatment processes. This discharge to the environment can lead to adverse effects in aquatic species, such as feminization of male fish. During the past decade, these findings have spawned investigations and research into suitable treatment technologies that could severely limit the discharge. Adsorption onto activated carbon has been identified as one of the two main technologies for implementation of (future) full-scale treatment. Recent research has put a closer focus on adsorption with powdered activated carbon (PAC) than on granular activated carbon (GAC). Studies where both methods are compared in parallel operation are thus still scarce and such evaluation in pilot-scale was therefore a primary objective of this thesis. Furthermore, recirculation of PAC can be used to optimize the treatment regarding the carbon consumption. Such a setup was evaluated as a separate treatment stage to comply with Swedish wastewater convention. Additionally, variation of a set of process parameters was evaluated. During successive operation at three different wastewater treatment plants an overall pharmaceutical removal of 95% could consistently be achieved with both methods. Furthermore, treatment with GAC was sensitive to a degraded effluent quality, which severely reduced the hydraulic capacity. Both treatment methods showed efficient removal of previously highlighted substances, such as carbamazepine and diclofenac, however in general a lower adsorption capacity was observed for GAC. By varying the input of process parameters, such as the continuously added dose or the contact time, during PAC treatment, a responsive change of the pharmaceutical removal could be achieved. The work in this thesis contributes some valuable field experience towards wider application of these treatment technologies in full-scale. / <p>QC 20161124</p> / MistraPharma

The composition of gut microbes affects host weight, immune function, and disease status, and is sensitive to diet, environment, and pharmaceutical exposure. The gut microbiome modulates the toxicity and bioavailability of chemical stressors, however the effects of chemicals on the gut microbiome of aquatic biota are largely unknown. The Waterloo and Kitchener wastewater treatment plants (WWTPs) release effluents containing antibiotics, pharmaceuticals, and other contaminants into the Grand River (ON) that may negatively affect the gut microbiome of downstream organisms. In this study done in Fall 2018, I collected freshwater mussels (Lasmigona costata), several species of insect larvae, and riparian spiders (Tetragnathidae) from sites upstream and downstream of these WWTPs. The gut microbiome was analyzed following the extraction, PCR amplification, and sequencing of bacterial DNA using the V3-V4 hypervariable regions of the 16S rRNA genetic barcode. Changes in the relative abundance of major gut microbiome phyla were observed in all targeted aquatic organisms downstream of WWTPs except Hydropsychidae. Shannon alpha diversity, a measure of bacterial abundance and evenness, differed significantly among sites for mussels (one-way ANOVA: F=7.894, p=0.001), spiders (F=4.788, p=0.01), Perlidae (F=3.1, p=0.0056), Hydropsychidae (F=3.674, p=0.0014), and Heptageniidae (F=2.715, p=0.0143), but not for Baetidae and Ephemerellidae. In sites downstream of the Waterloo WWTP, alpha diversity decreased in spiders, while in sites downstream of the Kitchener WWTP diversity decreased in mussels and Perlidae, while increasing for spiders. Bray-Curtis beta diversity, a measure of dissimilarity between bacterial communities, was significantly dissimilar among sites in all invertebrate taxa (Permanova: p<0.02). Upstream sites differed from downstream Waterloo sites in spiders, Perlidae, and Hydropsychidae (Adonis pairwise: p<0.05), while upstream mussels, spiders, Perlidae, and Hydropsychidae differed from downstream Kitchener sites (p<0.05). Additionally, effluent-derived bacteria were found in the microbiomes of aquatic invertebrates downstream of the WWTPs and not upstream. Taxa was also a significant driver of bacterial composition and diversity in invertebrates. These results indicate that the gut microbiome of downstream organisms differed from the bacterial composition observed in the same invertebrate taxa upstream of the WWTPs, potentially leading to altered host health. This adds to our understanding of how chemical stressors impact the gut microbiome of aquatic and riparian biota; however, future studies are needed to investigate linkages between the gut microbiome and health of these species. / Thesis / Master of Science (MSc)

High costs for aeration, greenhouse-gas emissions and excess sludge disposal have entailed a paradigm shift in the wastewater treatment. Microalgal-bacterial-based wastewater treatments have gained increasing attention because of their potential in energy demand reduction and biomass resource recovery. In particular, photosynthetic oxygenation is combined with bacterial activity to treat wastewater avoiding external artificial aeration. To optimize the technology in order to become more competitive than activated sludge, an in-depth investigation about the treatment performance and the microbiology interactions under real operational condition is needed. This work focused on the study of wastewater-borne microalgal-bacterial consortia treating real municipal wastewater. The main objectives were to: (i) Understand the removal mechanisms and the influence of operational conditions to optimize the process; (ii) Analyze the microbial community. At first, a photo-sequencing batch reactor (PSBR), called Pilot, was started up and continuously monitored for two years to analyze the evolution of the treatment performance and of the biomass composition. At the same time, other two lab-scale PSBRs were installed to evaluate if microalgal inoculation is essential to start up a consortium. Samples of these consortia were collected over a period of one year and analyzed through microscopic observations, flow cytometry and metagenomics, to investigate the microbial structure and diversity.A second part of the research focused on the optimization of the Pilot to explore its limit in view of the scale-up of the system. In addition, respirometry was adapted to test microalgal-bacterial consortia to estimate the removal kinetic parameters for future modelling. To conclude, the research project addressed many aspects and lay the foundation to apply a methodological research approach to scale-up this promising technology.

Wastewater treatment is essential to protecting the environment and human welfare. Although chlorination is widely used, the environmental and health concerns associated with chlorine are growing. Treatment facilities are implementing alternative technologies, though the cost and efficiency associated with these practices leave much room in the wastewater field for innovation. Hydropath Technologies Limited introduced a piece of equipment that uses the properties of a transformer to pass an alternating electric current through the pipe and into the contents of the channel. Hydroflow claims that the charged microorganisms react with the oppositely charged water molecule to force osmosis and kill the cell. Disinfection capabilities of three Hydroflow models with varying voltages are tested using municipal wastewater from the secondary clarifier using Escherichia coli concentration as the unit for quantification. After testing the results surrounding theses experiments cannot support the hypothesis that the Hydroflow technology could replace chlorination for municipal wastewater disinfection.

Neste trabalho, a partir da aplicação da teoria de controle ótimo, são estabelecidos sistemas de controle aplicáveis a três importantes sistemas aeróbios de tratamento de esgotos - filtros biológicos, processos de lodos ativados e os processos combinados formados a partir da combinação dos filtros biológicos e lodos ativados. Para a definição dos sistemas de controle são necessários modelos dinâmicos que descrevam o comportamento dos diferentes sistemas de tratamento. Da literatura são obtidos os modelos dinâmicos destinados à descrição do comportamento do processo de lodos ativados; para o filtro biológico, é proposto um modelo combinando à equação de balanço do reator e o modelo de ordem variável, este último destinado ao cálculo do fluxo de substrato para o interior de biofilmes profundos. Os resultados demonstram que, independentemente do sistema de tratamento considerado, os sistemas de controle reduzem substancialmente os tempos de acomodação e os desvios apresentados pelas variáveis de estado em relação as suas condições de equilíbrio. Por fim, função da inviabilidade de monitoramento de todas as variáveis de estado utilizadas para caracterizar os sistemas de tratamento, são propostos, a partir de modelos simplificados, controladores que incorporam a observação de estados. Também neste caso, os controladores estabelecidos permitem melhorar significativamente o desempenho dos sistemas de tratamento de esgotos analisados. / This paper constructs automatic control systems by means of optimal control theory for three different combinations of wastewater treatment units, namely, trickling filter, activated sludge process and a combined process. The dynamic model for the activated sludge process available in literature and a model proposed for the trickling filter were used in the construction of control systems. It is shown that the controls obtained in this study substantially reduce the durations necessary for the reestablishment of the equilibrium conditions in terms of state variables and the attenuation of oscillations around these conditions. Controls including observers for the state variables were devised on the basis of simplified models for the process in order to deal with the difficulties involved in monitoring all the state variables. These control systems were also found to be quite effective in improving the performance of the wastewater treatment plants considered in this paper.

The use of simulation as an upgrading tool has been tested on real wastewater treatment plants (WWTP). Currently, the new WWTP have the possibility to monitor some process variables as the flows, oxygen concentrations and, some physical properties as temperature or pH. This thesis has been divided in two main sections: i) the use of the GPS-X software as an upgrading tool for real WWTP and ii) the use of the wavelet filter for the analysis of the online data / Els objectius que es planteja la present tesi doctoral són: i) efectuar una revisió dels models mecanístics de depuració d’aigües residuals, ii) avaluar-ne la fiabilitat en la simulació d’estacions depuradores d’aigües residuals reals, iii) estudiar la problemàtica de disposar de gran quantitat de dades en línia, iv) presentar la tècnica de filtrat de dades amb wavelets i v) avaluar la capacitat de filtrat de les wavelets en les dades disponibles en línia d’una EDAR urbana que enregistra els cabals d’operació i concentracions d’oxigen dissolt en línia

L'assainissement a de tout temps été une préoccupation majeure pour des questions d'hygiène et de santé publique. Une installation d'assainissement non collectif (ANC) assure la collecte, le transport, le traitement et l'évacuation des eaux usées domestiques. En France, l’ANC représente 20 % des installations de traitement des eaux usées domestiques. Cela concerne une population de 12 millions d'habitants, soit environ cinq millions d'installations en zones rurales. Parmi les technologies utilisées dans l’ANC, les systèmes de filtration biologique utilisant un milieu filtrant sont souvent mis en oeuvre. Le traitement des eaux usées (élimination des matières en suspension et de la matière organique) est effectué par les actions conjointes de filtration, et de biodégradation par des bactéries se développant au sein du milieu filtrant. Historiquement, des matériaux comme le sable et la tourbe sont les plus utilisés, et plus récemment des milieux à base de copeaux de coco venus remplacer la tourbe dont l’extraction est interdite, sont en développement croissant. Cependant, l’empreinte carbone produite par l'importation depuis l'étranger de matériaux tels que ce dernier est très importante. Dès lors l’utilisation de sousproduits agro-industriels locaux pourrait la diminuer et rendre l’utilisation de ces nouveaux milieux filtrants plus compatible avec des critères environnementaux. Le premier objectif de cette thèse est de déterminer le degré de fiabilité en conditions réelles d’un milieu filtrant innovant d’origine végétale ayant fait ses preuves en conditions de laboratoire. L’étude est basée sur la mise en parallèle de résultats obtenus en laboratoire et sur le terrain. Au laboratoire, une approche hydraulique a permis de caractériser le fonctionnement du lit filtrant. Sur le terrain, l’évaluation d’un filtre compact qui fonctionne de façon continue depuis plus de quatre ans et de cinq autres installations a été réalisée. Pour l’ensemble des installations, le milieu filtrant testé permet d’obtenir une qualité des eaux rejetées en accord avec la règlementation en vigueur. Les pourcentages moyens de réduction estimés de la DCO, de la DBO5 et des MES sont respectivement de plus de 79 %, 98 % et 88 %, confirmant ainsi la forte dégradation de la matière carbonée et de la pollution particulaire. Le second objectif de cette thèse consiste à établir un jeu de paramètres physicochimiques permettant de guider le choix de nouveaux matériaux potentiellement utilisables en ANC. Pour ce faire, la caractérisation des paramètres physicochimiques clés de nouveaux matériaux et des paramètres hydrauliques des lits filtrants correspondants a été effectuée. Une analyse statistique a permis d’étudier les corrélations entre ces paramètres et les performances épuratoires des matériaux. Au final, une méthodologie de sélection a été proposée. / Sanitation has always been a major concern for hygiene and public health issues. An on-site sewage facility (OSSF) ensures the collection, transportation, treatment and disposal of domestic wastewater. In France, the OSSF represents 20% of domestic wastewater treatment facilities. This represents a population of 12 million or about five million rural settlements. Among the technologies used in the OSSF, biological filtration systems using a filter media are often implemented. The treatment of wastewater (removal of suspended solids and organic matter) is carried out by the joint actions of filtration, and biodegradation by bacteria developing within the filter media. Historically, materials such as sand and peat are the most used. More recently coconut-based media to replace peat, the extraction of which is prohibited, are in increasing development. However, the carbon footprint of foreign imports of materials such as coconut is very important. Therefore, the use of local agro-industrial by-products could reduce the carbon footprint and make the use of these new filter media more compatible with environmental criteria. The first objective of this PhD thesis is to determine the degree of reliability under real conditions of an innovative filtering medium of lignocellulosic origin that has been proven successful in laboratory conditions. The study is based on the comparison of results obtained in the laboratory and in the field. In the laboratory, a hydraulic approach allowed the characterisation of the filter bed operation. In the field, the evaluation of a compact filter that has been running continuously for more than four years and five other installations has been completed. For all installations, the filter media tested allowed a quality of the discharged water in accordance with the current regulations. The estimated average reduction percentages of COD, BOD5 and TSS, are respectively over 79%, 98% and 88%, thus confirming the important degradation of the organic matter and particulate pollution. The second objective of this PhD thesis is to establish a set of physicochemical parameters to guide the choice of new materials potentially usable in OSSF. To do this, the characterisation of the key physicochemical parameters of new materials and the hydraulic parameters of the corresponding filter beds were carried out. Statistical analysis made it possible to study the correlations between these parameters and the purification performances of the materials. In the end, a selection methodology has been proposed.

Neste trabalho, a partir da aplicação da teoria de controle ótimo, são estabelecidos sistemas de controle aplicáveis a três importantes sistemas aeróbios de tratamento de esgotos - filtros biológicos, processos de lodos ativados e os processos combinados formados a partir da combinação dos filtros biológicos e lodos ativados. Para a definição dos sistemas de controle são necessários modelos dinâmicos que descrevam o comportamento dos diferentes sistemas de tratamento. Da literatura são obtidos os modelos dinâmicos destinados à descrição do comportamento do processo de lodos ativados; para o filtro biológico, é proposto um modelo combinando à equação de balanço do reator e o modelo de ordem variável, este último destinado ao cálculo do fluxo de substrato para o interior de biofilmes profundos. Os resultados demonstram que, independentemente do sistema de tratamento considerado, os sistemas de controle reduzem substancialmente os tempos de acomodação e os desvios apresentados pelas variáveis de estado em relação as suas condições de equilíbrio. Por fim, função da inviabilidade de monitoramento de todas as variáveis de estado utilizadas para caracterizar os sistemas de tratamento, são propostos, a partir de modelos simplificados, controladores que incorporam a observação de estados. Também neste caso, os controladores estabelecidos permitem melhorar significativamente o desempenho dos sistemas de tratamento de esgotos analisados. / This paper constructs automatic control systems by means of optimal control theory for three different combinations of wastewater treatment units, namely, trickling filter, activated sludge process and a combined process. The dynamic model for the activated sludge process available in literature and a model proposed for the trickling filter were used in the construction of control systems. It is shown that the controls obtained in this study substantially reduce the durations necessary for the reestablishment of the equilibrium conditions in terms of state variables and the attenuation of oscillations around these conditions. Controls including observers for the state variables were devised on the basis of simplified models for the process in order to deal with the difficulties involved in monitoring all the state variables. These control systems were also found to be quite effective in improving the performance of the wastewater treatment plants considered in this paper.

The main goal of this diploma thesis is the proposal of sewerage variants of local parts of village Pačlavice, which are villages Pornice and Lhota. For individual municipalities are proposed three partially different variants, which vary mainly in the way of wastewater draining and wastewater treatment. All three variants are evaluate from an economic and technical point of view and on the basis of evaluation is propose a variant, which is in my opinion, the most suitable for these municipalities. In the villages Pornice, Lhota and Pačlavice are proposed new delivery and gravity sections, associated objects of overflow chambers with pumping stations, independent overflow chambers or separate pumping stations that complement the existing combined sewer system to ensure the drainage of wastewater to wastewater treatment plant and following treatment of this water.