Avec le développement des bâtiments basse consommation de plus en plus hermétiques, la nécessité de renouveler l’air intérieur à l’aide de système de ventilation mécanique s’est accrue. Or, les concentrations en polluants dans les environnements urbains augmentent continuellement, favorisant ainsi le transfert de polluants atmosphériques dans l’air intérieur. Ces travaux de thèse porte sur l’étude de procédés pour l’élimination combinée des principaux polluants de l’air extérieur urbain entrant dans les logements individuels via les systèmes de ventilation. A l’issue d’un état de l’art des polluants de l’air, des systèmes de ventilation et des procédés de traitement, les procédés de filtration par médias fibreux et d’adsorption ont été choisis pour traiter l’air urbain caractérisé par les PM₁₀, les PM₂ ₅, les aérosols microbiens, les BTEX et les NOₓ. Une méthodologie a été mise en œuvre pour sélectionner parmi différents matériaux étudiés et selon des critères de performances la solution de traitement la mieux adaptée, à savoir un filtre F7-combiné en fibres de verre et contenant des grains de charbon actif. Après étude, une stratégie de chauffage journalier du filtre à 70°C durant 1h30 a été proposée pour régénérer partiellement l’adsorbant afin de prolonger sa durée de vie et pour limiter la croissance microbienne sur le filtre notamment par dessiccation de ce dernier. Une campagne expérimentale en conditions de génération multi-polluants contrôlées a permis de quantifier les performances de traitement du filtre F7-combiné. Le traitement thermique utilisé a permis de maintenir une efficacité d’adsorption du toluène de 40% et de limiter la prolifération microbienne sur le filtre. Des interactions entre les polluants ont été observées, notamment une augmentation de l’efficacité de filtration des PM₁₀ par la présence de PM₂ ₅ qui permettent rapidement le passage à la phase de filtration en surface. En outre, le mélange toluène/NO₂ entraine une diminution de l’adsorption du NO₂ au profit du toluène. Enfin, une campagne expérimentale en conditions réalistes a été menée pendant 3 mois afin notamment d’étudier les performances du traitement thermique. Les niveaux de concentration des polluants dans la zone péri-urbaine de l’étude étaient faibles. Le traitement thermique appliqué au filtre F7-combiné, pour les conditions opératoires étudiées et après 3 mois de suivi, a permis de limiter significativement la croissance fongique sur le filtre mais pas d’améliorer de façon significative l’adsorption des COV et des NOₓ. / The development of low energy buildings, which are more and more hermetic, leads to the necessity of indoor air renewal with mechanical ventilation system. However, the concentration of pollutants in urban environments increases continually, which promotes the pollutant transfer from the outdoor to the indoor air. This PhD thesis consists in the study of processes for the combined purification of the main urban outdoor air pollutants coming in individual dwellings through the ventilation systems.Out of a state of the art of the air pollutants, the ventilation systems and the treatment processes, filtration with fibrous media and adsorption were the two processes chosen to treat the urban air characterized by PM₁₀, PM₂ ₅, microbialaerosol, BTEX and NOₓ. A methodology was setup to select, through the different studied materials and with some performance criterion, the most suitable treatment solution i.e. a combined-F7 filter with glass fiber and granular activated carbon. A daily heating strategy of the combined-F7 filter at 70°C for 1h30 was proposed to partially regenerate the adsorbent in order to improve its lifetime and to limit the microbial growth on the filter, inparticular by desiccation.An experimental campaign in controlled conditions with multi-pollutant generation permitted to quantify the performances of the combined-F7 filter. The thermal treatment permitted to maintain the adsorption efficiency of the toluene at 40% and to limit the microbial proliferation. Competitions within pollutants were observed, in particular an increase of the filtration efficiency of PM₁₀ with the presence of PM₂ ₅ by promoting the cake filtration stage. Moreover the mix toluene/NO₂ leads to a decrease of the NO₂ adsorption in favor of the toluene.Finally, an experimental campaign in realistic conditions was conducted for 3 months in particular to study the performances of the thermal treatment. Concentration levels of the pollutants in the suburban area of the study were low. The thermal treatment applied to the combined-F7 filter, with the operating conditions studied and after 3month of follow-up, permitted to significantly limit the fungal growth on the filter but it did not permit to improve significantly the VOC and NOₓ adsorption.

L'accumulation du soluté à la surface d'une membrane entraîne le phénomène de polarisation de concentration. Ceci est un problème qui affecte tous les systèmes de filtration membranaire car il a pour effet une augmentation de la pression osmotique et par conséquence une réduction substantielle du flux de perméat. Afin de comprendre ce phénomène, nous avons d'abord mené une étude analytique de la filtration tangentielle en solvant pur prenant en compte de l'influence de la pression motrice locale sur le taux de perméation. Lors de cette étude, des solutions analytiques qui augmentent en précision avec l'ordre développé ont ete dérivées. Ensuite nous avons développé une approche analytique qui couple l'hydrodynamique aux transferts de matière pour le cas d'un système de filtration qui opère sous haute pression avec un taux de récupération faible. Dans le but d'intégrer à la fois la dépendance de la pression transmembranaire locale sur le flux de perméat et l'influence de la polarisation de concentration à travers leurs effets osmotiques sur la pression effective, nous avons développé un modèle numérique qui résout l'équation de conservation du soluté couplée aux équations de Navier-Stokes en régime stationnaire dans l'approximation de Prandtl. Nous avons validé cette approche grâce aux solutions analytiques précédemment dérivées. Ensuite, nous avons testé l'influence des principaux paramètres de fonctionnement sur la performance du système et comparé nos résultats avec ceux d'autres modèles numériques. Finalement, la pertinence du modèle a été quantitativement vérifiée grâce à des données tirées des expériences bien documentées en osmose inverse. / Concentration polarization of solute at the membrane surface, because of osmotic pressure effects, is an important phenomenon that can cause substantial reductions in permeation. To understand these phenomena: we first analyze the filtration process for a pure solvent, imposing the influence of the driving pressure on permeation at the membrane. We obtain accurate analytical solutions for the flow fields. We then derive an analytical solution that coupled hydrodynamics to mass transfer for filtration systems working in a situation of High Pressure and Low Recovery. Second, we develop a numerical model that incorporates both physical aspects: the dependency of pressure on permeation and the influence of concentration polarization and their related osmotic effects in the effective pressure at the membrane. For that, the numerical approach solves the solute conservation equation coupled with the Navier-Stokes equations under the steady Prandtl approximation. The solution of the system is performed using a finite difference method of order 2. The validity of this approach is successfully demonstrated with the previous analytical solutions for hydrodynamics, as well as for the coupling with mass transfer. We then test the influence of the main operating parameters (inlet concentration, axial flow rate, operating pressure and membrane permeability) on the performance of the filtration system and compare the results with other numerical models that takes into account concentration polarization phenomenon. Finally, the validity of this model is quantitatively well-proved when using the reported data resulting from reverse osmosis experiments.

This master's thesis deals with current situation of medical waste management in the Czech Republic and it also analyzes the quality of existing units for thermal treatment of the medical waste. In the second part of the thesis, available off-gas cleaning methods were described as well as the emission limits for waste incineration, which correspond to the legislative regulations effective in the Czech Republic. These emission limits are considered as input data for off-gas cleaning system design. In the main part of this thesis, two technological solutions of off-gas cleaning methods for Up-to-Date medical waste incineration unit were designed. The unit is designed for energy utilization of 1400 tons of medical waste accumulated during one year in a regional hospital of model region. From given input parameters, two appropriate apparatus concepts were created. After that, both concepts were evaluated either form energetic point of view as well as from material one. From these evaluations, key apparatuses of both concepts were designed which provided necessary design dimensions for further investment price estimation of each individual key apparatus. In the conclusion of this thesis, the best solution of an off-gas cleaning method was picked according to the comparison of operating and investment costs.

The master thesis deals with mechanical design of device used for stretching and fixing filtration fabric on plastics frames segments for disc filtration device. The thesis was solved in cooperation with IN-EKO Team company that deals with development and manufacturing of filter units. Solution is connected to already ended project FR-T13/699 (end of the year 2013). At the beginning is described the field of filtration devices in broader context with description of the overall functionality these devices and description of used elements in final design. Opening text is followed by concretization of task list and descriptions of concepts variants which are based on FEM analysis of behavior of stretched filtration fabric. The best concept is processed in detail as mechanical design along with pneumatic and PLC control design. Critical part of the design is stretching clamp which was experimentally verified by using experimental clamp in combination with testing machine. The whole design is developed for mass production of disc segments for disc filter which is projected in to the level of the automation.

The quality of raw water is deteriorating with the continuous increase in environmental pollution. Raw water is being modified to drinking water by technological processes, and it is therefore necessary to put increased demands on the efficiency of these technological processes and their possible innovation. Due to the fact that raw water is contaminated with different types of pollutants, it is necessary to continuously control the drinking water supplied to the public distribution network in order to ensure its quality. Drinking water treatment is still unable to treat the raw water perfectly, its pollution is only reduced to acceptable standards. For this reason, it is indispensable that the quality of drinking water is being checked regularly and at the same time the efficiency of individual technological processes of drinking water treatment is assessed. This includes screening analysis or eventually ecotoxicological tests. The thesis focuses on the efficiency of technological processes of drinking water treatment. Within the experimental part, samples of raw water and samples of water after each separation stage have been collected at the drinking water treatment plant in the Czech Republic. These samples have been subjected to ecotoxicological tests and screening analysis. Based on the ecotoxicological tests carried out on Thamnocephalus platyurus, Lemna minor and Vibrio fischeri, we can assume the emergence of harmful chlorinated by-products, resulting to nearly 100% mortality in T. platyurus. The results of the screening analysis carried out indicate, after the extraction of specimens by the SPE method using HPLC/MS, that the most effective method for the removal of hormonal substances is ozonization.

Hypertension artérielle résistante et maladie rénale chronique : Déterminants et risques associésL’hypertension résistante, définie par une pression artérielle au-dessus de la cible en dépit de la prise de trois antihypertenseurs à dose optimale dont un diurétique, est fréquemment associée à la maladie rénale chronique (MRC). Sa prévalence, ses déterminants et l’impact potentiel de la MRC sur son pronostic à long terme sont mal connus, notamment chez le sujet âgé. Dans l’étude des 3 cités, incluant 4262 personnes de plus de 65 ans traitées pour hypertension, la prévalence de l’hypertension apparemment résistante (HTAR) - la notion de traitement à dose optimale étant inconnue - était de 11,8% vs 5,2% chez ceux avec vs sans MRC (définie par une fonction rénale < 60 mL/min/1.73 m2). Nous avons montré que l’apparition d’une HTAR était plus fortement liée à la rapidité du déclin annuel de la fonction rénale qu’à son niveau, indépendamment des autres facteurs de risque : obésité, diabète, sexe masculin, antécédent cardiovasculaire. Comparé au groupe de référence (avec hypertension contrôlée et sans MRC), les personnes avec une HTAR et une MRC n’avaient pas de risque significativement plus élevé de mortalité toute cause, mais avaient deux fois plus de risque d’accident vasculaire cérébral (AVC), létal ou non, et de récurrence d’un AVC ou d’un événement coronaire, et trois fois plus de décès coronaire. Cependant, l’’hypothèse d’un effet aggravant de la MRC sur le pronostic de l’HTAR n’a pas été confirmé (interaction non significative).Dans la cohorte CKD-REIN, incluant plus de 3000 patients avec une MRC modérée ou avancée suivis en néphrologie (âge moyen, 70 ans, 60% d’hommes), nos résultats préliminaires montrent une prévalence élevée d’HTAR, 36,7%, et plusieurs facteurs de risque potentiellement modifiables : adhérence médiocre au traitement, absence de diurétique, consommation de sel en excès, obésité.Dans l’ensemble, ces travaux montrent l’importance de la MRC dans le développement de l’HTAR et des risques cardiovasculaires associés, et suggère des moyens de prévention au-delà des traitements médicamenteux. / Resistant hypertension and chronic kidney disease: Determinants and outcomesResistant hypertension defined as blood pressure above goal despite simultaneous use of 3 antihypertensive classes at optimal doses including a diuretic, is commonly associated with chronic kidney disease (CKD). Resistant hypertension prevalence and determinants, and the impact of CKD on its long term outcomes are poorly known, particularly in the elderly population.In the 3 Cities cohort, including 4262 community-dwelling elderly individuals, aged 65 years or older treated for hypertension, the prevalence of apparent treatment resistant hypertension (aTRH) – because of lack of information on optimal treatment dose – was 11.8% vs 5.2% in those with vs without CKD (defined as estimated glomerular filtration rate < 60 mL/min/1.73 m2). We showed that new-onset aTRH was more strongly related to the speed of kidney function decline than kidney function level itself, independent of other risk factors: male sex, obesity, diabetes, and history of cardiovascular disease. Compared to the reference group (with controlled hypertension and no CKD), participants with aTRH and CKD had no significantly higher risk of all-cause mortality, but had a risk of fatal or non-fatal stroke and of recurrent stroke or coronary events more than twice as high, and of coronary death more than three times higher. However, the hypothesis that CKD may worsen the prognosis of aTRH was not confirmed (no significant interaction).In the CKDREIN cohort, which included more than 3000 nephrology outpatients with moderate or severe CKD (mean age, 70 years, 60% of men), our preliminary results showed a high prevalence of aTRH, 36,7% and several potentially modifiable risk factors : poor treatment adherence, lack of diuretic use, excess salt intake and obesity.Overall, this work shows the importance of CKD in the development of aTRH and associated cardiovascular outcomes, and suggests means for prevention beyond drug therapy.

Les géo-structures telles que les barrages et les digues sont soumises à des écoulements hydrauliques variant dans le temps et dans l'espace. L'eau qui traverse ces milieux poreux peut entraîner le détachement et le transport de certaines particules des sols constituant les structures et leurs fondations. Ce problème est généralement appelé "érosion interne". Le terme suffusion, un type d'érosion interne, se réfère au détachement et au transport de particules les plus fines à traversune matrice de sol poreuse plus grossière en raison d'un écoulement hydraulique. L'évolution temporelle de la suffusion peut modifier les propriétés hydrauliques et mécaniques des sols et peut entraîner des changements importants dans le comportement de telles structures pouvant aller jusqu’à leur effondrement. Ce travail de thèse tente de contribuer à la conception et à la durabilité des ouvrages en ingénierie géotechnique et hydraulique en mettant un accent particulier sur les barrages, les levées et les digues. Il a été consacré à développer un modèle numérique de suffusion en introduisant d’une part le couplage des phénomènes hydrauliques et mécaniques et d’autre part le couplage des phénomènes d'érosion et de filtration. / Geo-structures such as dams and levees or dikes are subjected to seepage varying in time and space. The water flowing through these porous media can lead to the detachment and transport of part of the soil particles within the structures or their foundations. This problem is usually called internal erosion. The term suffusion, one type of internal erosion, refers to the detachment and transport of finer particles through a coarser porous soil matrix due to seepage flow. Suffusion can modify with time the hydraulic and mechanical properties of the soils and may trigger significant damage on such structures and lead eventually to their collapse. This research attempts to contribute to the design and sustainability of geotechnical and hydraulic engineering structures, with a particular focus on embankment dams, levees, and dikes. It aims to develop a numerical model of suffusion by introducing, on the one hand, the coupling of the hydraulic and mechanical phenomena and, on the other hand, the coupling of erosion and filtration.

Diese Arbeit umfasst die Präparation sowie Charakterisierung von neuartigen Uran(IV)-Kolloiden, die in nahneutralen pH-Bereichen und unter umweltrelevanten Bedingungen stabilisiert vorliegen. Rückschlüsse auf Stabilitätsverhalten und Partikelgrößenverteilungen wurden durch dynamische Lichtstreuung, Zetapotentialmessungen sowie Ultrafiltration und Ultrazentrifugation in Kombination mit Elementanalysen getroffen. UV-Vis- und Laserfluoreszenzspektroskopie bestätigten den tetravalenten Zustand des Urans bei den Experimenten. Anders als bisherige Untersuchungen vermuten lassen, ist es möglich langzeitstabile Uran(IV)-Kolloide in höheren Konzentrationen zu erzeugen. Durch Zusatz von geochemischen Komponenten, wie Carbonat und Silikat sind diese sedimentationsstabil und im nahneutralen bis basischen pH-Bereich über längere Zeiträume beständig. Dabei zeigte sich, dass gelöstes Silikat bei der Herstellung der Kolloide eine wesentliche Rolle spielt und Uran(IV) bis zu einer Konzentration von 10-3 mol/L, entsprechend 0,238 g/L in Lösungen stabilisieren kann. Diese Urankonzentration ist dabei ca. drei Potenzen höher als für bisher bekannte silikatfreie, wässrige Uran(IV)-Kolloide. Durch die Verwendung unterschiedlicher analytischer Methoden konnte gezeigt werden, dass die Durchmesser der entstandenen Uran(IV)-Kolloide im nanoskaligen Bereich von teilweise unter 20 nm liegen. Durch diesen kolloidalen Zustand kann eine hohe Mobilität in aquatischen Systemen unterstellt werden. Zusätzlich weisen Langzeituntersuchungen darauf hin, dass diese Kolloide in einem abgeschlossenen System über Jahre stabilisiert werden. Je höher dabei das Verhältnis zwischen Silikat- und Uran(IV)-Gehalt und je höher der pH-Wert der Lösung ist, desto kleiner und stabiler sind diese Partikel. Es ist anzumerken, dass sich keine Kolloide in Abwesenheit von Uran(IV) bilden. Silikat ist in der Lage, die negative Oberflächenladung der Uran(IV)-Kolloide im nahneutralen pH-Bereich zu erhöhen. Dies führt zu einer stärkeren elektrostatischen Abstoßung bzw. repulsiven Wechselwirkungen, womit eine bessere Stabilisierung gewährleistet wird. Der isoelektrische Punkt der erzeugten Partikel wird zu niedrigeren pH-Werten verschoben. Extended-X-ray-absorption-fine-structure-Untersuchungen zeigen, dass die innere Struktur der Kolloide durch den steigenden Silikatgehalt bei deren Bildung von U-O-U-Bindungen (entsprechend Uran(IV)oxyhydroxiden) zu U-O-Si-Bindungen verändert wird. Die Koordination in der benachbarten Region von U(IV) in den U(IV)-Silikat-Kolloiden ist vergleichbar mit der des Coffinits, USiO4. Dieses, für tetravalentes Uran noch nicht beschriebene Phänomen, wurde bereits bei silikatstabilisierten Eisen(III)- oder Mangan(III,IV)-Kolloiden beobachtet und als „Sequestrierung“ bezeichnet. Die silikatstabilisierten U(IV)-Kolloide sind in Laborexperimenten unter kontrollierten Bedingungen erzeugt worden, d.h. es ist noch nicht bekannt, ob diese Phasen in der Natur frei auftreten können. Die qualitative Zusammensetzung der Matrix der experimentellen Lösungen (H+, OH-, Na+, HCO3-/CO32-, Silikat) wurde ähnlich der geochemischen Natur von Grund- bzw. Porenwässern gewählt. Dadurch kann prinzipiell von einem Vorhandensein solcher Kolloide in Wässern natürlichen Ursprungs ausgegangen werden. Die Existenz solcher Partikel würde eine Erklärung für das beobachtete Auftreten von Uran(IV)-Kolloiden in anoxischen Porenwässern oder anoxischen Grundwässern liefern. Es ist jedoch zu beachten, dass experimentell die Reduktion von Uran(VI)-Phasen vorausgesetzt wurde und eine anschließende Verdünnung in Anwesenheit von Silikat erfolgt. Umweltbezogene Untersuchungen zur Mobilität und Stabilität in aquatischen Systemen dieser Kolloide waren nicht Gegenstand der Arbeit und so kann eine umweltrelevante Beurteilung dieser neuartigen Uran(IV)-Kolloide in Bezug auf den Eintrag in die Biossphäre noch nicht getroffen werden. Die hier präsentierten Ergebnisse bieten aber die Grundlage für weitere, intensive Untersuchungen zu Möglichkeiten der Mobilisierung und Stabilisierung verwandter Actinide und Schwermetalle und sollten Bestandteil der Sicherheitsanalyse bei der Lagerung radioaktiven Abfälle in tiefen geologischen Formationen sein. / This work includes the preparation and characterization of new uranium(IV) colloids which are formed and stabilized in the near neutral pH range and under environmentally relevant conditions. Conclusions on stability behavior and particle size distributions were drawn based on results obtained by dynamic light scattering, zeta potential measurements, as well as ultrafiltration and ultracentrifugation in combination with element analyzes. Spectroscopic methodes confirmed the tetravalent state of uranium in the experiments. Unlike empirical data, it is possible to generate long-term stable uranium(IV) colloids at higher concentrations. By addition of geochemical components such as carbonate and silicate, they are stable and resistant in the near neutral pH range over a long period. It was found that dissolved silica plays an essential role in the preparation of colloids. Colloid-borne uranium(IV) up to a concentration of 10-3 mol/L, corresponding to 0,238 g/L, is stabilized in solutions. This concentration is about three orders of magnitude higher than so far known silicate-free aqueous uranium(IV) colloids. Through the use of different analytical methods (invasive and non-invasive) it could be shown that the resulting uranium(IV) colloids are in the nanoscalar range. A high mobility can be assumed in aquatic systems. Evidence is provided by photon correlation spectroscopy, ultrafiltration, and ultracentrifugation that uranium(IV) can form silicate-containing colloids of a size lower than 20 nm. The particles are generated in near neutral to slightly alkaline solutions containing geochemical relevant components (carbonate, silicate, sodium ions). They remain stable in aqueous suspension over years. Electrostatic repulsion due to a negative zeta potential in the near-neutral to alkaline pH range caused by the silicate stabilizes the uranium(IV) colloids. The isoelectric point of the nanoparticles is shifted towards lower pH values by the silicate. The higher the silicate to uranium(IV) content ratio and the higher the pH of the solution are, the smaller and more stable (in terms of pH-changes) are the particles. It should be noted that no colloids were formed in absence of uranium(IV). The mechanism of the colloidal stabilization can be regarded as “sequestration” by silicate, a phenomenon well known from heavy metal ions of high ion potential such as iron(III) or manganese(III,IV), but never reported for uranium(IV) so far. Extended X-ray absorption fine structure (EXAFS) spectroscopy showed that U–O–Si bonds, which increasingly replace the U–O–U bonds of the amorphous uranium(IV) oxyhydroxide with increasing silicate concentration, make up the internal structure of the colloids. The next-neighbor coordination of uranium(IV) in the uranium(IV)-silica colloids is comparable with that of coffinite, USiO4. The assessment of uranium behavior in the aquatic environment should take the possible existence of uranium(IV)-silica colloids into consideration. Their occurrence might influence uranium migration in anoxic waters. The silicate-stabilized colloids have been generated in laboratory experiments under controlled conditions; i.e., it is not known yet whether these phases can occur in natural water. The qualitative composition of the matrix of the experimental solutions (H+, OH-, Na+, HCO3-/CO32-, silicate) was chosen similar to the geochemical nature of groundwater. Thereby, it can be assumed that such colloids are present in natural waters. The existence of such particles would provide an ex-planation for the occurrence of uranium(IV) colloids in anoxic pore waters or groundwaters. However, it should be noted that these results were observed by the reduction of uranium(VI) carbonate and dilution in the presence of silicate. Studies on the mobility and stability of these colloids in aquatic systems were not subject of this work and an environmental assessment of these novel uranium(IV) colloids with respect to the entry in the biosphere cannot be taken into account. But the possibilities of mobilization and stabilization can be applied to surrogate actinides and heavy metals, and point to the need for more intensive research in this area.

No description available.

Woven barrier fabrics for filtration and operating room textiles feature permeable pore channels between yarn interlocking points (mesopores), which create an increased risk of penetration by contaminated fluids and particles. These pore channels can be reduced in size by high-density weaving. This, however, results in deteriorated drapability and performance characteristics. To meet the requirements made on the barrier effect without impairing the physiological properties of the textile, fluid-tight and particle-tight woven fabrics with adjustable porosity are being developed. This research aim could be realized by the targeted and partial application of microparticles into the mesopores. There, they form a meshed structure in the pores, whose size is thus reduced without them being entirely obstructed. The simultaneous retention of the micropores (pores between the individual filaments) in the woven fabric guarantees preservation of the physiological characteristics of the textile. The efficiency of the finishing was examined by an extensive physiological and physical characterization of the woven fabrics before and after particle application. Regarding the test method used to monitor the barrier effect and the channel paths, a test device was modified to simulate the demands of later, practical use.