Lead is a known toxin, with the ability to accumulate in the human body from as early as fetal development. Lead exposure is known to cause a myriad of health effects which are more prominent among children. Health effects upon exposure can range from renal and heart disease or potentially cancer in adults to neurotoxicity in children. The continued presence of old lead service lines and plumbing in distribution systems as well as lead-containing solders and brass fixtures in homes may contribute lead to drinking water. Recent studies have highlighted the importance of a predictor known as the chloride-to-sulfate mass ratio (CSMR) in controlling lead release. A ratio above 0.5 – 0.6 theoretically increases the aggressiveness of lead leaching in galvanic settings, while a lower ratio controls lead corrosion. A switch in coagulant type could significantly alter the ratio. However, a coagulant switch could also trigger changes in finished water turbidity and organics, including disinfection by-product (DBP) precursors, as well as impact sludge production. Anecdotal evidence from an Ontario water treatment utility suggested the potential applicability of a newly formulated polymer, cationic activated silica (CAS), in improving DBP precursor removal when used in concurrence with a primary coagulant. No previous scientific research had been dedicated to testing of the polymer. The present research had three primary objectives: The first was to investigate the effect of conventional coagulation with six different coagulants on the chloride-to-sulfate mass ratio as it pertains to lead corrosion in two Ontario source waters of differing quality. Additionally, the effect of coagulant choice on pH, turbidity, and organics removal was investigated. The second objective was aimed at testing potential reductions in CSMR and organics that could be brought about by the use of two polymers, cationic and anionic activated silica (CAS and AAS, respectively), as flocculant aids. Finally, the performance of a high-rate sand-ballasted clarification process was simulated at bench-scale to gauge its performance in comparison with conventional coagulation simulation techniques. The first series of jar-tests investigated the effectiveness of CAS as a primary coagulant on Lake Ontario water. In comparison with the conventional coagulants aluminum sulfate and polyaluminum chloride, CAS did not offer any apparent advantage with respect to turbidity and organics removal. Testing of CAS and AAS as flocculant aids was also conducted. Results from a full factorial experiment focused on CAS testing on Lake Ontario water showed that coagulant dose is the most significant contributor to CSMR, turbidity, DOC removal, and THM control. Generally, improvements resulting from CAS addition were of small magnitude (<15%). Reductions in CSMR were attributed to the presence of the sulfate-containing chemicals alum and sulfuric acid in the CAS formulation. Testing of sulfuric acid-activated AAS on Grand River water showed that pairing of AAS with polyaluminum chloride provides better results than with alum with respect to DOC removal (39% and 27% respectively at 60 mg/L coagulant dose). Highest turbidity removals (>90%) with both coagulants were achieved at the tested coagulant and AAS doses of 10 mg/L and 4 mg/L respectively. CSMR reductions in the presence of AAS were also attributable to sulfate contribution from sulfuric acid. Bench-scale simulation of a high-rate sand-ballasted clarification process on Grand River water showed comparable removal efficiencies for turbidity (80 – 90% at 10 mg/L), and DOC (30 – 40% at 50 mg/L). Finally, six different coagulants were tested on the two source waters for potential applicability in CSMR adjustment in the context of lead corrosion. The two chloride-containing coagulants polyaluminum chloride and aluminum chlorohydrate increased CSMR in proportion to the coagulant dose added, as would be expected. Average chloride contribution per 10 mg/L coagulant dose was 2.7 mg/L and 2.0 mg/L for polyaluminum chloride and aluminum chlorohydrate, respectively. Sulfate-contributing coagulants aluminum sulfate, ferric sulfate, pre-hydroxylated aluminum sulfate, and polyaluminum silicate sulfate reduced CSMR as coagulant dose increased, also as would be expected. The highest sulfate contributors per 10 mg/L dose were pre-hydroxylated aluminum sulfate (6.2 mg/L) and ferric sulfate (6.0 mg/L). The lowest CSMR achieved was 0.6 in Lake Ontario water at a 30 mg/L dose and 0.8 in Grand River water at a 60 mg/L dose. Highest DOC removals were achieved with the chloride-containing coagulants in both waters (35 – 50%) with aluminum chlorohydrate showing superiority in that respect. DOC removals with sulfate-containing coagulants were less, generally in the range of 22 – 41%. Specificity of critical CSMR values to source water needs to be investigated. Additionally, long term effects of sustained high or low CSMR values in distribution systems need to be further looked into. Finally, the effect of interventions to alter CSMR on other water quality parameters influencing lead corrosion such as pH and alkalinity still represent a research deficit.

Lead is a known toxin, with the ability to accumulate in the human body from as early as fetal development. Lead exposure is known to cause a myriad of health effects which are more prominent among children. Health effects upon exposure can range from renal and heart disease or potentially cancer in adults to neurotoxicity in children. The continued presence of old lead service lines and plumbing in distribution systems as well as lead-containing solders and brass fixtures in homes may contribute lead to drinking water. Recent studies have highlighted the importance of a predictor known as the chloride-to-sulfate mass ratio (CSMR) in controlling lead release. A ratio above 0.5 – 0.6 theoretically increases the aggressiveness of lead leaching in galvanic settings, while a lower ratio controls lead corrosion. A switch in coagulant type could significantly alter the ratio. However, a coagulant switch could also trigger changes in finished water turbidity and organics, including disinfection by-product (DBP) precursors, as well as impact sludge production. Anecdotal evidence from an Ontario water treatment utility suggested the potential applicability of a newly formulated polymer, cationic activated silica (CAS), in improving DBP precursor removal when used in concurrence with a primary coagulant. No previous scientific research had been dedicated to testing of the polymer. The present research had three primary objectives: The first was to investigate the effect of conventional coagulation with six different coagulants on the chloride-to-sulfate mass ratio as it pertains to lead corrosion in two Ontario source waters of differing quality. Additionally, the effect of coagulant choice on pH, turbidity, and organics removal was investigated. The second objective was aimed at testing potential reductions in CSMR and organics that could be brought about by the use of two polymers, cationic and anionic activated silica (CAS and AAS, respectively), as flocculant aids. Finally, the performance of a high-rate sand-ballasted clarification process was simulated at bench-scale to gauge its performance in comparison with conventional coagulation simulation techniques. The first series of jar-tests investigated the effectiveness of CAS as a primary coagulant on Lake Ontario water. In comparison with the conventional coagulants aluminum sulfate and polyaluminum chloride, CAS did not offer any apparent advantage with respect to turbidity and organics removal. Testing of CAS and AAS as flocculant aids was also conducted. Results from a full factorial experiment focused on CAS testing on Lake Ontario water showed that coagulant dose is the most significant contributor to CSMR, turbidity, DOC removal, and THM control. Generally, improvements resulting from CAS addition were of small magnitude (<15%). Reductions in CSMR were attributed to the presence of the sulfate-containing chemicals alum and sulfuric acid in the CAS formulation. Testing of sulfuric acid-activated AAS on Grand River water showed that pairing of AAS with polyaluminum chloride provides better results than with alum with respect to DOC removal (39% and 27% respectively at 60 mg/L coagulant dose). Highest turbidity removals (>90%) with both coagulants were achieved at the tested coagulant and AAS doses of 10 mg/L and 4 mg/L respectively. CSMR reductions in the presence of AAS were also attributable to sulfate contribution from sulfuric acid. Bench-scale simulation of a high-rate sand-ballasted clarification process on Grand River water showed comparable removal efficiencies for turbidity (80 – 90% at 10 mg/L), and DOC (30 – 40% at 50 mg/L). Finally, six different coagulants were tested on the two source waters for potential applicability in CSMR adjustment in the context of lead corrosion. The two chloride-containing coagulants polyaluminum chloride and aluminum chlorohydrate increased CSMR in proportion to the coagulant dose added, as would be expected. Average chloride contribution per 10 mg/L coagulant dose was 2.7 mg/L and 2.0 mg/L for polyaluminum chloride and aluminum chlorohydrate, respectively. Sulfate-contributing coagulants aluminum sulfate, ferric sulfate, pre-hydroxylated aluminum sulfate, and polyaluminum silicate sulfate reduced CSMR as coagulant dose increased, also as would be expected. The highest sulfate contributors per 10 mg/L dose were pre-hydroxylated aluminum sulfate (6.2 mg/L) and ferric sulfate (6.0 mg/L). The lowest CSMR achieved was 0.6 in Lake Ontario water at a 30 mg/L dose and 0.8 in Grand River water at a 60 mg/L dose. Highest DOC removals were achieved with the chloride-containing coagulants in both waters (35 – 50%) with aluminum chlorohydrate showing superiority in that respect. DOC removals with sulfate-containing coagulants were less, generally in the range of 22 – 41%. Specificity of critical CSMR values to source water needs to be investigated. Additionally, long term effects of sustained high or low CSMR values in distribution systems need to be further looked into. Finally, the effect of interventions to alter CSMR on other water quality parameters influencing lead corrosion such as pH and alkalinity still represent a research deficit.

Bei zwei Fließgewässern (Lockwitzbach und Körsch) wurde ein Expositions- und Effektmonitoring an Probenahmestellen jeweils ober- und unterhalb des Einleiters eines kommunalen Klärwerks über einen Zeitraum von zwei Jahren durchgeführt. Gegenstand der vorliegenden Arbeit waren dabei die Untersuchungen zur Populationsstruktur und -dynamik von Gammarus fossarum (Amphipoda, Crustacea). Folgende Populationsvariablen wurden erfasst: Abundanz, Geschlechterverhältnis, Anteil von Juvenilen, Anteil brütender Weibchen, Fekundität, Körperlängen und Infektion mit Acanthocephalen. Erstmalig wurde Intersexualität bei G. fossarum festgestellt. Im Lockwitzbach war der Anteil an Intersexen bei den adulten Gammariden mit etwa 5 - 15 % höher als in der Körsch mit &amp;lt; 1 %. Intersexualität wurde nicht durch die Einleiter induziert. Bei den Intersexen handelt es sich um funktionelle Weibchen. Wodurch dieses Phänomen ausgelöst wird und welche Bedeutung es für die Population hat, ist unbekannt. In den Freilanduntersuchungen wurden im Projekt Xehogamm (Umweltbundesamt Berlin, FKZ 299 65 221/05), in dessen Rahmen diese Dissertation entstand, verschiedene Umweltchemikalien im Bachwasser analysiert. Bei Vertebraten ist eine östrogene Wirksamkeit dieser Substanzen bekannt oder wird vermutet. In den Gammaridenpopulationen unterhalb der Klärwerkseinleiter waren wichtige populationsrelevante Variablen im Vergleich zu oberhalb verändert. An der unteren Probenahmestelle bei der Körsch war der Anteil der Juvenilen mit der kleinsten Körperlänge sowie der Anteil brütender Weibchen erniedrigt. Tendenziell traf dies auch für die untere Probenahmestelle beim Lockwitzbach zu. Bei der Körsch ist außerdem der frühere Beginn der herbstlichen Reproduktionspause und die geringere Körperlänge adulter Gammariden möglicherweise auf endokrine Umweltchemikalien im Wasser des Einleiters zurückzuführen. Von den nachgewiesenen Substanzen wurde eine Einzelsubstanz, Bisphenol A, für ein Fließrinnenexperiment ausgewählt. In künstlichen Fließrinnen im Gewächshaus wurde G. fossarum paarweise, in Gruppen sowie als größenstrukturierte Population in der Fließrinne selbst über 103 Tage exponiert, und verschiedene Populationsvariablen wurden erfasst. Die Nominalkonzentrationen von Bisphenol A in drei Fließrinnen betrugen 5, 50 und 500 µg/L. In den ersten drei aufeinanderfolgenden Bruten zeigte sich in der höchsten Bisphenol A-Konzentration die größte Brutgröße. Im weiteren Verlauf des Experiments übte Bisphenol A einen hemmenden Einfluss auf die Reproduktion der Gammariden aus. Basierend auf den Nominalkonzentrationen wurden folgende EC10-Werte berechnet: Anteil reproduzierender Weibchen für die 4. Brut (bei Gammaridenpaaren): 22 µg/L, Brutgröße der 4. Brut (bei Gammaridenpaaren): 11 µg/L, Anteil brütender Weibchen (Population): 212 µg/L und Anteil Juveniler (Population): 153 µg/L Bisphenol A. Die EC10-Werte basierend auf Effektivkonzentrationen für dieselben Endpunkte betragen: bei den Paaren 1,1 µg/L (reproduzierende Weibchen) und 0,5 µg/L (Brutgröße), in der Population 10 µg/L (Anteil brütender Weibchen und Anteil Juveniler). Im Fließrinnenexperiment wurde Bisphenol A zwar in höheren Konzentrationen als im Freiland vorhanden eingesetzt, die beobachteten Effekte weisen jedoch in dieselbe Richtung wie die Effekte im Freiland. Daher kann nicht ausgeschlossen werden, dass auch die Effekte im Freiland auf einer endokrinen Wirkung von Umweltchemikalien beruhen könnten. Zusätzlich wurde der Einfluss von Bisphenol A auf die Osmoregulation bei G. lacustris untersucht, wobei unterschiedliche Effekte auf die Natrium- und Calciumkonzentration, nicht jedoch auf die Osmolalität, in der Hämolymphe nachgewiesen wurden. Anlage: Rohdaten (3,87 MB)- Nutzung: Referat Informationsvermittlung der SLUB

The aim of the dissertation is an overview of the historical development and work carried out on the never realized regulation and the construction of the city of Prague. This development is described thematically on the basis of the different areas of the proposed regulatory plan. At the same time, several long-term construction projects are selected, in which the process of designing the project, its assessment and subsequent implementation into the regulatory plan is shown in detail in the form of a historical probe. The work is planted between the two world wars, ie. between 1919 and 1939, with a thematic overlap over both set dates. Keywords: Regulation, Urbanisation, Prague, State commission for regulation of Prague and suburbs, New Town, Main railway station, Masaryk Railway station, Nusle bridge, Petřín communication, Letná plains, Invalidovna, Water treatment plant, Water plant for undrinkable water.

The aim of the submitted diploma thesis is the implementation and evaluation of the technical and technological audit of water management systems of water treatment plants – concretely Plzeň Water Treatment Plants. Part of its audit is a description of potable water production, including the evaluation of the TEA Water treatment plant, evaluation of quality assurance of raw and produced drinking water, analysis of costs and pricing costing, personnel evaluation, care of the plant and draft measures for better working of the whole system. The work also focuses on the characteristics, history and the past reconstruction and more detailed description of the individual cleaning stages of the selected water treatment plant in Pilsen. The audit itself was preceded by the study of current legislation, namely the Law No. 274/2001 Coll. and Decree No. 428/2001 Coll. The diploma thesis also describes performing laboratory analyzes in an accredited laboratory of Plzeň Water Treatment Plants.

The aim of this Master´s Thesis is creating Business project for establishement mountain pension, which will be providing quality accomodation services together with environmental approach. This approach will be provided by using renewable resources energy.

The subject of my work is to lower construction site waste water treatment plant Křelov - Břuchotín. In more detail, I focused mainly on the implementation of the circular tanks sewage treatment plant. These tanks prescription processing technology formwork and concreting circular tanks. It also contains a technical report, technical report building equipment, a study of the main technological stages of the building, site, design of mechanical assembly, inspection and test plan solved the technological regulation and scheduling.

Thesis theme is Prices buildings in the landscape engineering projects. The work is divided into two parts, theoretical and practical. The theoretical part explains the concepts that appear in the practical part. In the second part is illustrated in the example shown computation overhead, comparing several types of prices that were created using a decoupling of the program, and create cards budgetary indicators for the catalog cost indicators of common facilities landscaping.

The thesis deals with possible ways of drainage and wastewater disposal. The issue of wastewater discharge to the environment has been closely monitored in recent years, and there is an apparent effort to improve the current situation.The dissertation discusses and compares three selected options – access to improved sanitation, building reservoirs and domestic wastewater treatment plant.The final section is dedicated to a comparison of acquisition and operating costs over time and to subsequent evaluation of the most suitable option. For the sake of clarity and assessment of potential solutions, the locality in the administrative area Vysoké Mýto - Domoradice has been selected as a model. The local authorities have been designing a public storm sewer, and given that it is surrounded by land, this issue will need to be addressed.

Den här studien är under projektet MinShed som drivs av RISE. MinShed är ett 3årigt projekt som undersöker mikroplastemission från syntetiska textilier vid tvätt. Den här studien har som syfte att genomföra en Critical Review på tidigare studier inom ämnet: Olika syntetiska material som släpper mikroplaster via hushållstvätt. Samtliga studier har sammanfattats i en framtagen matris där information om studiernas materialdata presenteras. Den främsta anledningen till varför en sådan matris ska presenteras är för att finna textilteknologiska gap som existerar i nuvarande forskning. Vad som omfattar textilteknologi kommer förklaringar ges mer ingående under litteraturgenomgången. I dagsläget finns det inte tillräckligt spårbara material för existerande forskning, därav är det svårt att avgöra exakt vilka textilparametrar som orsakar mer eller mindre emission vid tvätt. Därför kan företag heller inte prioritera smartare designval för att reducera mikroplastemission. Av de18 undersökta studierna var det enbart 2 av dessa som hade full kontroll överprovmaterialet. Detta betyder att ytterligare forskning inom området är aktuellt. Vad som kan hindra forskningen att utvecklas är förnärvarande textilbranschen. Det finns ingen trovärdig uppsikt över textilmaterial och dess processer, vilket försvårarutförandet att spåra de textilparametrar som orsakar emission vid tvätt. För att dra slutsatser mellan emission och konstruktionsparametrar för textil så bör man i framtiden tänka på att enbart testa en parameter åt gången. Utifrån resultatet från denna studie rekommenderas en egen tillverkning av materialet för att få en spårbartextilproduktion, då det ger ett mer trovärdigt resultat på grund av mer kontroll över processerna som textiler genomgår. / This study is performed under the project MinShed run by RISE. MinShed is a 3-year project that investigates in Microplastics emissions from synthetic textiles during domestic washing. The aim of the study is to do a Critical Review on previous research in the subject: Various synthetic materials that release microplastics during domestic laundry. The previous research is presented in a matrix, where information about the presented by the investigated laundry parameters, as well as the textile parameters. The main reason why such matrix is needed is to find the gap that contains the textile parameters for the various researches. Some of the most important textile parameters will be described during the literature review. At present, there is not enough traceable material for existing research, hence it is difficult to determine exactly which textile parameters which cause during washing. Therefore, companies cannot prioritize smarter design choices in order to reduce microplastics emissions from the materials. Of the 18research studies which were analyzed, only 2 of them had full control over their sample material. This means that further research in this area is needed. What can prevent future research is currently the textile industry. There is no reliable oversight of textile materials and their processes, which makes it difficult to track textile parameters that cause emission when washing. In order to be able to draw conclusions between emission and textile design parameters, researchers should remember to test only one parameter at a time and have an inhouse or own production of the specimens, this will give a better control of the results.