La dégradation des ressources en eaux par la présence de matières organiques (MO) et de micropolluants nécessite la mise en œuvre de procédés de production d’eau potable robustes. Dans ce contexte, de nombreuses municipalités françaises comme Saint Cloud et Angers ont décidé d’implanter un procédé d’adsorption sur charbon actif en poudre couplé à l’ultrafiltration (CAP/UF). Le CAP est utilisé en amont des membranes afin d’éliminer les traces de micropolluants tandis que les membranes d’UF assurent une qualité d’eau produite excellente et constante au cours du temps. Cependant, les retours d’expérience montrent une dégradation des performances de séparation liée notamment à un vieillissement des matériaux membranaires ainsi qu’une vulnérabilité du procédé vis-à-vis de certains micropolluants émergents tels que les composés organiques polaires (PMOCs). Les travaux réalisés au cours de cette thèse visent à mieux comprendre les conséquences du vieillissement chimique des membranes utilisées dans ces procédés et d’évaluer l’efficacité d’élimination de micropolluants afin de proposer des voies d’optimisation. Plus particulièrement il a été montré que la cause principale de vieillissement est l’exposition au chlore des membranes durant les phases de lavage modifiant les propriétés des matériaux. En effet, les nombreux outils de caractérisation utilisés ont permis de mettre en évidence une corrélation entre la dégradation de l’agent hydrophile des membranes et l'augmentation de la perméabilité lors de l'exposition au chlore. L’étude des performances membranaires a mis en évidence une altération de la résistance au colmatage vis-à-vis de la MO pour les membranes exposées au chlore. Cependant les résultats obtenus pour évaluer les performances de sélectivité des membranes vis-à-vis de virus n’ont pas souligné d’altérations majeures. Les essais d’adsorption ont démontré l’efficacité limitée du CAP pour la rétention des PMOCs. En effet, parmi les molécules testées, les molécules aromatiques les plus hydrophobes sont efficacement adsorbées par le CAP tandis que les plus polaires sont peu éliminées. Finalement, l’utilisation de la nanofiltration ou l’osmose basse pression, présentant des taux de rétention en moyenne supérieurs à 90%, en font des solutions techniques de choix pour l’élimination des PMOCs. / The degradation of water resources by the presence of organic matter (OM) and micropollutants requires the implementation of robust drinking water production processes. In this context, many French municipalities such as Saint Cloud and Angers have decided to set up a powdered activated carbon adsorption process coupled to ultrafiltration (PAC/UF). PAC is used upstream of membranes to remove traces of micropollutants while UF membranes provide excellent and constant water quality over time. However, the feedback reveals a degradation of the separation performances related in particular to an aging of the membrane materials and a vulnerability of the process towards some emerging micropollutants such as polar organic compounds (PMOCs).The work carried out during this thesis aims to better understand the consequences of the chemical aging of the membranes used in these processes and to evaluate the micropollutants removal efficiency in order to propose optimization ways. More particularly it has been shown that the main cause of aging is the chlorine exposure of the membranes during washing phases modifying the properties of the materials. In fact, the numerous characterization tools used have made it possible to demonstrate a correlation between the degradation of the hydrophilic agent of the membranes and the increase in the permeability during exposure to chlorine. The study of the membrane performances revealed an alteration of the resistance to fouling towards OM for membranes exposed to chlorine. However, the results obtained to evaluate the selectivity performance of the membranes with respect to viruses have not underlined any major alterations. Adsorption tests have demonstrated the limited efficiency of PAC for PMOCs removal. Indeed, among the molecules tested, the most hydrophobic and aromatic molecules are effectively adsorbed on PAC while the more polar ones are slightly adsorbed. Finally, the use of nanofiltration or low-pressure reverse osmosis, with average rejection rates over 90%, makes them the technological solutions of choice for the removal of PMOCs.

Intermitted Water Supply strategy is implemented commonly in some developing countries nowadays in order to minimize the water scarcity problems. Unstable hydraulic conditions in the distribution system, low pressure, high risk of water contamination, wasting water, rising costs paid by consumers and water providers, failures and problems with consumption metering and inconvenience to consumers are some of the consequences. Risk Analysis Methodology is developed to handle with intermittent water supply systems in developing countries conditions that include undesired events identification; risk estimation and risk evaluation and reduction plan, the catalogue list of potential undesired events (UE) which may occur in these types of systems have been also developed using the HAZard and OPerability technique (HAZOP). The developed methodology is implemented and tested in this research on one of the potential undesired events UE _ Low operational pressure

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Vortex generator jets (VGJs) have been found to be an effective method of active separation control on the suction side of a low pressure turbine (LPT) blade at low Reynolds numbers. The flow mechanisms responsible for this control were studied and documented in order to provide a basis for future improvements in LPT design. Data were collected using a stereo PIV system that enabled all three components of velocity to be measured. Steady VGJs were injected into a laminar boundary layer on a flat plate (non-separating boundary layer) in order to more fully understand the characteristics and behavior of the produced vortices. Both normal (injected normal to the wall) and angled (injected at 30° pitch and 90° skew angles to the freestream) jets were studied. The steady jets were found to create vortices that swept the low momentum fluid up from the boundary layer while transporting high momentum freestream fluid towards the wall, a phenomenon that provides the ingredients for flow control. Pulsed VGJs were then injected on a flat plate with an applied adverse pressure gradient equivalent to that experienced by a commonly tested LPT blade. This configuration was used to study the effectiveness of the flow control exhibited by both normal and angled jets on a separating boundary layer. Time averaged results showed similar boundary layer separation reduction for both normal and angled jets; however, individual characteristics suggested that the control mechanism of the two injection angles is distinct. Steady and pulsed VGJs were then applied to a new aggressive LPT blade design to explore the effect of the jets on a separating boundary layer along the curved blade surface. Steady injection provided flow control through freestream entrainment, while pulsed jets created a two-dimensional, spanwise disturbance that reduced the separated area as it traveled downstream. A detailed fluid analysis of the uncontrolled flow around the blade was performed in order to identify the separation and reattachment points and the area of transition. This information was used as a basis for comparison with the VGJ cases to determine flow control effectiveness.

In dieser Arbeit wird anfangs dargestellt, wie kostenintensiv und problematisch die Kanalreinigung ausfällt. Durch die demographisch bedingt rückläufigen Schmutzwassermengen und gleichzeitig prognostizierten langen Trockenperioden in den Sommermonaten muss allerdings mit einer verstärkten Akkumulation von Ablagerungen in den Kanalsystemen gerechnet werden. Zudem erweist es sich in Voraussicht auf den Klimawandel als notwendig, den gesamten Kanalquerschnitt für Starkregenereignisse von Ablagerungen freizuhalten; ansonsten ist die häufigere Entlastung des Abwassernetzes in den Vorfluter nach Füllung der vorhandenen Regenrückhaltebecken vorprogrammiert. Die Kanalreinigung wird somit in den nächsten Jahren an Bedeutung gewinnen. Vor allem bei der Reinigung von Großprofilen ist jedoch der Stand der Technik noch nicht ausgereift und die jetzigen Reinigungsmethoden erweisen sich wegen des niedrigen Reinigungserfolges sowie der starken Umweltbelastung durch die genutzten Geräte als ungeeignet. Durch die in dieser Arbeit vorgestellte und auf den Stand der Technik gebrachte Reinigungsmethode wird jedoch eine leistungsstarke Alternative geboten. In Zukunft wird es möglich sein, große Kanaldurchmesser fast vollkommen umweltneutral zu reinigen und nur mit Hilfe der Wasserkraft das gesammelte Sediment bis zum nachgeschalteten Sandfang zu mobilisieren. Mit den durchgeführten und hier dargestellten numerischen Versuchen wird in erster Linie eine geometrische Optimierung zur Erreichung der größten Mobilisierungskräfte im Hinblick auf einen ausgewählten Abschnitt der Dresdner Kanalisation vollzogen. In der nachfolgenden physikalischen Modellierung wird der Schwerpunkt auf die optimale Reinigungsgeschwindigkeit gelegt, um ein möglichst großes Volumen an Ablagerungen zu bewegen. Es muss allerdings präzisiert werden, dass während der Modellierung kein Grenzzustand erreicht werden konnte. Dieser wird schließlich durch die folgende analytische Beschreibung des Transportvorganges theoretisch bestimmt. Für das genutzte physikalische Modell wird analytisch ein Grenztransportkörper aus Modellsediment errechnet. Bei einer Übertragung auf den dazugehörigen vorhandenen Abschnitt im Dresdner Kanalnetz durch Ansetzen des Ähnlichkeitsgesetzes wird ein mobilisierbares Grenzvolumen überschlagen. Die hier dargestellten Ergebnisse der theoretischen Untersuchungen bzw. der physikalischen Modellierung wurden mit den Betreibern und den Herstellern des neuen Stauwagens diskutiert und hinsichtlich konstruktiver Schwerpunkte optimiert. Unter besonderer Berücksichtigung der Kostenoptimierung und der konstruktiven Realisierung wurde von der Firma 'WKS Technik GmbH' ein Forschungsmuster zur Untersuchung in einer Pilottestphase entwickelt und gebaut. In der nachfolgenden dargestellten Testphase wurde das Ergebnis als Pilotprojekt im Dresdner Kanalnetz in mehreren Testläufen erprobt und untersucht. Nach jedem Testlauf wurden die aufgetretenen Probleme analysiert und durch Umbauten oder Veränderungen behoben. Regelmäßige Reinigungsfahrten sollten wegen der geringeren Ablagerungsmengen ein gleichmäßiges Fahren gewährleisten bzw. die Ablagerungen vollständig mobilisieren und bis zum Sandfang transportieren, um sie dort zu entnehmen. Während der Testphase wurde eine viel höhere Sedimentmenge gesammelt und transportiert als die, welche sich aus der analytischen Berechnung ergab. Dies folgte aus dem beim Naturversuch zugelassenen höheren Aufstauniveau hinter dem Spülwagen, welches ausnahmsweise zugelassen wurde, um auf eine zwischenzeitliche Sedimentabsaugung zu verzichten. / The early pages of this research thesis demonstrate how costly and problematic sewer cleaning is. Due to changing demographics causing declining amounts of wastewater and, at the same time, to predicted long dry spells during the summer months, an increased accumulation of sediments in the sewer systems has to be expected. With respect to climate change it is necessary to keep the entire sewer cross section free of sediments in order to manage heavy rainfall events; otherwise a more frequent relief of the wastewater system into the receiving water is inevitable once the rain retention basins have been filled. Thus sewer cleaning will gain in importance within the next few years. Predominantly the cleaning of large-diameter profiles, however, has not reached a state-of-the-art technology, and the current cleaning methods prove themselves to be inapt due to their very limited success as well as to the environmental burden posed by the equipment they employ. The state-of-the-art cleaning method presented in this research paper constitutes a high-powered alternative. In the future, it will be possible to clean large sewer cross sections almost entirely in an environmentally neutral fashion and to mobilize the accumulated sediment all the way to the downstream sand trap by exclusively harnessing water power. The numerical experiments conducted for this paper primarily effected a geometric optimization to achieve the maximal mobilization forces in a selected section of Dresden's sewer system. In the subsequent physical modeling the emphasis is placed on the optimal cleaning speed in order to move a maximum volume of sediments. It has to be clarified, however, that no limit state could be reached during the modeling procedure. This limit state is determined theoretically only through the following analytical description of the transport process. For the physical model at hand, the maximum transportable sediment volume made of model sediment is calculated analytically. In an extrapolation for the associated existent section in the Dresden sewer system, a mobilizable limit volume is estimated applying the law of similarity. The results of the theoretical analysis and the physical modeling presented in this work were discussed with the operators and manufacturers of the new storage vehicle and were optimized with regard to constructional core aspects. In special consideration of the cost optimization and the constructional realization, the 'WKS Technik GmbH' company developed and constructed a research prototype for a survey in a pilot test phase. During the subsequent test phase, the result was tried out and examined as a pilot project in several trial runs in Dresden's sewer system. After each trial run, the problems which had occurred were analyzed and then eliminated through constructional modifications or other alterations. Regular cleaning runs were intended to guarantee a steady movement of the cleaning vehicle due to a reduced amount of sediments, or to completely mobilize the sediments and transport them to the sand trap in order to remove them there. The sediment volume actually gathered and transported during the test phase was significantly larger than the one derived from the analytical calculation. This increase results from greater storage depths behind the flush car, which were permitted as an exception for the field test in order to go without any interim sediment extractions. / La prima parte della presente tesi di dottorato mette in evidenza le problematicità legate alla pulizia dei canali delle acque reflue, sottolineando in particolare gli enormi costi generati dall 'alta frequenza di depositi e dalla grandezza delle reti di raccolta presenti sui territori. A causa della riduzione demografica e delle condizioni meteorologiche che si stanno alterando, per il prossimo futuro si prevedono lunghi periodi di siccità, interrotti da acquazzoni intensi e brevi. Questo porterà ad un accumulo di depositi nelle reti di raccolta delle acque miste soprattutto nei mesi estivi, che implicherà a sua volta la necessità di tenere le sezioni dei canali presenti libere da depositi per consentire un appropriato deflusso e ritenzione in presenza delle suddette intense precipitazioni. Se in questi casi la ritenzione della rete fognaria non sarebbe data, infatti, si andrebbe a scaricare acque sporche sempre in maggiore quantità e con maggiore frequenza nei corsi d 'acqua di superficie, inquinando in secondo luogo anche le falde acquifere. Da questo quadro, si evince come la pulizia delle canalizzazioni acquisterà in futuro sempre una maggiore importanza. Attualmente, per la pulizia di canali di grandi dimensioni (maggiori di 1000 mm) non esistono metodi efficaci ed ecologici per movimentare i depositi presenti. Il presente lavoro espone una soluzione competitiva ai suddetti problemi. Grazie al lavoro di ricerca e sviluppo svolto, infatti, è stato elaborato un metodo con cui sarà possibile in futuro pulire canali di grosse dimensioni pressoché senza l\'impiego di energia esterna, ma solamente grazie all 'utilizzo dell 'energia dell 'acqua reflua presente nei canali, mobilizzando i depositi fino al prossimo punto presente dove sarà possibile estrarre dalla rete fognaria il materiale raccolto. L 'analisi numerica eseguita e qui rappresentata porta innanzitutto ad un 'ottimizzazione geometrica ed idraulica che consente il raggiungimento delle maggiori forze di mobilizzazione possibili per un segmento scelto della rete fognaria della città di Dresda (Sassonia). Nelle prove in laboratorio correlate si è cercato di ottimizzare la velocità con la quale deve avvenire la pulizia del fondo del canale in modo da poter trasportare il più elevato volume di sedimenti possibile. Si precisa a questo riguardo che in laboratorio non è stato possibile raggiungere il limite volumetrico correlato al modello fisico utilizzato, perché i soli 24 m di lunghezza del banco di prova non hanno consentito il raggiungimento di tale stato limite. Questo limite è stato determinato successivamente attraverso un modello analitico sviluppato appositamente, il quale descrive la mobilizzazione dei sedimenti attraverso la tecnologia di pulizia utilizzata. Attraverso i fattori di conversione che regolano le leggi fisiche presenti tra modello di laboratorio e natura è stato possibile in seguito rapportare il limite volumetrico al segmento reale utilizzato per le prove numeriche. Usando i risultati ottenuti sia dalle analisi numeriche che dalle prove di laboratorio è stato sviluppato e poi realizzato un prototipo assieme al partner commerciale 'WKS Technik GmbH', prestando particolare attenzione all 'ottimizzazione costruttiva e dei costi di produzione. Questo prototipo è stato testato per diverse volte in un tratto di circa quattro chilometri della canalizzazione di Dresda. Dopo ogni corsa sono stati analizzati i punti deboli del metodo di pulizia nonché del prototipo stesso e si è provveduto ad eliminarli. Gli ultimi test hanno confermato il funzionamento di tale prototipo offrendo inoltre una buona validazione del modello analitico sviluppato in precedenza.

<p> Glamorgan township in southeastern Ontario, is underlain by Precambrian rocks of the Grenville province. Prominent amongst these are migmatite, paragneiss, and granite gneiss, VJhich collectively form a series of rocks (the Glamorgan gneiss aeries). </p> <p> Field work revealed that this series is completely gradational from a geological aspect, and that the geological gradation is complemented by a geochemical gradation. <p> An explanation of these gradational relationships constitutes the main contribution of this study. The conclusions reached are that partial melting of paragneiss produced migmatite and a trondhjemitic melt, which later produced granitic (in the strict sense) derivatives. </p> <p> In developing the main conclusions, a number of subsidiary problems are discussed, chief of which are the possible metavolcanic or metasedimentary o'rigin of the paragneiss and the possible origin of so-called diorite as a differentiate of an alkaline gabbro. Metamorphism was concluded to be of Miyashiro's low pressure intermediate type. </p> <p> By the use of experimentally determined reactions and stability fields a metamorphic grid was devised, which led to the following upper limits of metamorphic conditions: 550 to 650°C and 3 to 6.5 kilobars total pre5sure. These estimates in turn lead to the following limiting geothermal gradients: 25 to 55°C per kilometre. </p> <p> The Glamorgan occurrence was found to share three characteristics with many other Precambrian terrains : 1. migmatisation and emplacement of granite accompanied high grade metamorphism; 2. an early sodium-rich granite was followed by a more potassic one; and 3. the more sodic granite is associated with a small amount of basic igneous rock. These three generalisations were used to formulate a possible model for deep crustal petrogenesis. </p> / Thesis / Doctor of Philosophy (PhD)

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Drinking water systems aim to remove, reduce, and prevent microbial contamination in water by usingmultiple barriers from catchments to consumers. Water distribution networks are vulnerable tocontamination from external sources if they lose their physical or hydraulic integrity. The leading causeof intrusion is losing hydraulic integrity due to low pressure in the water distribution networks. Eventsthat lead to low pressure in the water distribution networks can result in transient or sustained lowpressure lasting from milliseconds in a transient to hours and days in sustained low-pressure events.This study studied two sustained low-pressure events with durations of one to five hours, leading tointrusion in the water distribution network. The first event was the pump shut down, and the secondwas the pipe repair. Different durations, start times, and locations were simulated for the pumpshutdown and pipe repair events. Hydraulic and water quality modelling using EPANET 2.2 was usedto simulate low-pressure events and intrusion of microbial contamination in the drinking waterdistribution networks. Quantitative microbial risk assessment (QMRA) was used to estimate potentialpublic health risks using the Swedish QMRA tool. Campylobacter, Norovirus, and Cryptosporidiumwere selected as reference pathogens for simulating intrusion transport within the drinking waternetwork based on their health problem severity, persistence in water supplies, and resistance to chlorinecompound disinfectants. The study area was taken from the virtual network files generated usingHydroGen. This study showed that the volume of intrusion depended on the magnitude but mainly onthe duration of pressure drop. Also, the length of the pipes experiencing pressure drop and the numberof intrusion nodes affected the volume of intrusion. The location and magnitude of maximum nodalpathogen concentration changed significantly by changing the pump shutdown's start time and locationof pipe repair. Generally, the pump shutdown event affected extended areas with low pressure in thewater distribution network than the pipe repair. The QMRA results showed a considerable infection riskin all studied pump shutdown scenarios. The pipe repair duration was crucial in increasing or decreasingthe infection probability. The findings of hydraulic modelling and QMRA could benefit the watermanagers in deciding mitigation strategies.