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Durch anthropogene Aktivität hat sich der Nährstoffeintrag in die Umwelt stark erhöht. Die Hauptquellen sind die Landwirtschaft, kommunales und industrielles Abwasser. Erhöhte Stickstofffrachten haben einen starken Einfluss auf den Stickstoffkreislauf. Das Überangebot an Stickstoff führt zu Eutrophierung in Gewässern und somit zu einem weniger diversen, instabileren Ökosystem.
Die Stickstoffeliminierung aus Abwässern ist essentiell für den Schutz der Ökosysteme. Das etablierte System der Nitrifikation/Denitrifikation ist aufgrund des hohen Sauerstoffbedarfs sehr energie- und somit auch kostenintensiv. Der Anammox-Prozess (anaerobe Ammonium Oxidation) ist eine potentielle Alternative zur konventionellen Stickstoffelimination. Anammox-Bakterien nutzen Ammonium und Nitrit als Elektronenakzeptor. Durch Nutzung der partiellen Nitrifikation in Kombination mit Anammox (PN/A) kann bis zu 60 % der Belüftungsenergie eingespart werden. Trotz Erfolgen in der Teilstrombehandlung ist der Prozess noch nicht erfolgreich in der Hauptstrombehandlung eingesetzt worden. Die größten Herausforderungen sind die niedrigen Temperaturen, geringe Zulaufkonzentrationen und hohe Konzentrationen organischen Kohlenstoffs.
Die vorliegende Arbeit konnte die Wirksamkeit von membranbelüfteten Biofilm Reaktoren unter Verwendung von synthetischem Abwasser bei niedrigen Temperaturen (18 - 8 °C) belegen. Die Innovation in diesem System ist die räumliche Trennung von nitrifizierenden Bakterien und Anammox Bakterien. Die regelmäßige mechanische Entfernung des Nitrifikanten-Biofilms ermöglichte einen langzeitstabilen Reaktorbetrieb.
Diese Reaktorkonfiguration konnte auch erfolgreich für hochsaline Abwässer (5 -30 g NaCl*L-1) bei einer Reaktortemperatur von 30 °C und auch unter Zugabe von TOC (40-100 mg TOC*L-1) genutzt werden.
Weiterhin wurden Untersuchungen zur Aktivität von salzadaptierter Anammox-Biomasse und nicht adaptierter Biomasse in einem Bereich von 0 bis 50 g NaCl*L-1 durchgeführt. Bei Konzentrationen unter 30 g NaCl*L-1 konnten keine signifikanten Unterschiede im Abbauverhalten festgestellt werden. Allerdings war adaptierte Biomasse bei höheren Salzkonzentrationen konkurrenzstärker.
Außerdem wurden Langzeitlagerungsversuche durchgeführt. Die Lagerungsbedingungen variierten in der Lagerungstemperatur, im Redoxpuffer und der Nährstoffversorgung. Nach 106 Tagen bei 4 °C konnte die Anammox-Biomasse noch 91 % ihrer ursprünglichen Aktivität erhalten. Somit konnte eine einfache und kostengünstige Lagerungsmethode für Anammo-Bakterien entwickelt werden.
Rapid urbanisation in Ghana has resulted in individuals expanding the cities for abodes without considerations of the negative externalities these may have on the environment. One of the major challenges with rapid urbanisation is the formation of urban slums associated with lack of basic sanitation facilities. This has led to recurrent outbreak of cholera and typhoid fever. The use of a single-stage solar-supported hyper-thermophilic anaerobic biogas digester for the treatment of black water has not been investigated, hence this study. The performance of three seeding sludge under three different hyper-thermophilic temperatures (60°C, 65°C and 70°C) were tested in batch tests. The three seeding sludge were sewage sludge, sludge from maize silage and cow manure. The results from the batch tests showed cow manure at 65°C as the preferred seeding sludge and optimal hyper-thermophilic temperature.
A 50 L single-stage laboratory-scale hyper-thermophilic continuous stirred tank reactor (HT-CSTR) was operated to treat only black water for 10 weeks using cow manure at 65°C as the seeding sludge and optimal hyper-thermophilic temperature. Afterwards, co-digestion of blended kitchen food waste and black water was also practised for 12 weeks. With a mean hydraulic retention time (HRT) of 23.3 days, a mean total COD removal of 86.3 % was achieved. The reactor had an average COD volumetric loading rate of 6.22 kgCOD/(m3.d) and remained uninhibited. It also had organic loading rate of 0.3 kgVS/(m3.d) and a degradation performance (R) of 5.43 kgCOD/(m3.d). Treatment of only black water produced biogas with less methane content of 34.9 % even though a stable pH of 6.9 was recorded both in the reactor and in the effluent. Co-digestion with kitchen food waste increased the percentage content of methane in the biogas by 77 % from 34.9 % to 61.8 %.
The effectiveness of the HT-CSTR to hygienise the effluent for agricultural purpose was assessed by spiking the reactor with 200 ml each of 2 x 109 CFU/ml Salmonella senftenbergensis and 8 x 108 CFU/ml Escherichia coli. The HT-CSTR was able to hygienise all bacteria of Salmonella senftenbergensis and E. coli. A simulation test confirmed that between 30 minutes and 1 hour, all the cells of Salmonella senftenbergensis and E. coli in the treatment system were killed at 65 °C. Eubacteria, Methanosarcina spp., Methanomicrobium spp. and Methanococcus spp. were identified in the seeding sludge at the hyper-thermophilic temperature of 65°C. The design, construction and performance of a pilot-scale reactor in Terterkessim slum in Elmina, Ghana was based on results from the laboratory-scale HT-CSTR. It achieved 97 % removal of influent total COD and could produce about 2.52 Nm³CH₄/(kgCOD.d) which could be burned for
at least 8 hours. The effluent cannot be used for cultivation of leafy vegetables such as cabbage since it had some concentrations of pathogens like Salmonella spp. and E. coli but can be used for cotton crop.
Surface water has been used by mankind as the main source of water for domestic agriculture and industrial use in numerous countries around the world. However, water quality can be affected by mining activities which influences the natural environment, human health and aquatic ecosystem. The major pollutants in acid mine drainage are high amount of dissolved sulphate and heavy/toxic metals. Constructed wetlands are promising in situ water treatment methods which helps in the remediation process by stimulating microbial growth within the rhizospheric zone of the plants. The sulphate in constructed wetlands are removed by dissimilatory sulphate reduction in strict anaerobic conditions which helps in the removal of metals as metal sulphides.
The objective of this research is to investigate sulphate and metal removal pathways in constructed wetlands treating acid mine drainage. Therefore, several approaches were applied: (a) various types of model wetlands were used to investigate different removal processes (b) intensification of treatment processes with stimulation of the dissimilatory sulfate reduction in an autotrophic way by the use of hydrogen gas.
The application of hydrogen gas (as external electron donor) combined with common physico-chemical and biological parameters helped us to intensify the sulphate reduction process and removal of metals in constructed wetlands.
In the model wetland systems, the removal efficiencies varied with the types of constructed wetlands. The removal efficiencies of sulphate and metals were high in planted constructed wetlands as compared to unplanted constructed wetland. The combination of gravel bed and plants (Phragmites australis) resulted in the highest removal rate in horizontal subsurface flow constructed wetland. The metals mostly precipitated to the bottom of the constructed wetland as metal sulphides.
Though under carbon limited and anoxic conditions, a high mean removal efficiency of sulphate and heavy metals was observed in the experiments with HSSF CW so it is important to take into consideration the importance of electron donor. With hydrogen gas as electron donor the performance efficiency was increased by almost 12% for sulphate removal and almost 6% increase in aluminium removal efficiency.
In conclusion, this research exhibit that the combination of physico-chemical measurements along with hydrogen gas as an electron donor is an efficient tool for investigation of sulphate and metal removal processes in constructed wetlands. Such information is not only beneficial for understanding the processes taking place in these wastewater treatment facilities but also necessary for future technological improvement of constructed wetlands.
Determination of specific metabolic activities of anammox bacteria and their sensitivity to oxygen
(2013)
The discovery of Anammox bacteria has bridged our knowledge gap in the nitrogen cycle. This is because it explained the direct conversion of nitrite and ammonium to nitrogen gas in many reducing natural environments. However, it has been found that the presence of oxygen is an important determinat factor for certain biochemical processes and distribution of organisms in the environment. In this work, two methodological approaches were used to investigate the specific metabolic activities of Anammox bacteria and their sensitivity to oxygen using a mixed biomass culture. Two laboratory-scale bioreactors were maintained and the biomass in the reactors served as the inoculum for the investigations. The molecular characterization of the biomass was done using the Fluorescence in situ hybridization (FISH) technique. The specific Anammox activity (SAA) and important inhibition kinetic parameter characterization were estimated while monitoring activities of the biomass using several batch experiments.
The results of the biochemical characterization revealed that several microbial activities such as denitrification, nitrification, dissimilatory nitrate reduction to ammonium and Anammox processes were competing in the bioreactors. These were observed in the analysis of effluent recirculation of the feed solutions in the bioreactors, however, the Anammox process was predominant. An optimum sonication time top of eight minutes was established used to determine the average optical density to dry mass (OD: DM) ratio of 0.87 in the biomass. The FISH characterization estimated 60.4 % ± 14.6% (mean ± standard deviation) Anammox bacteria concentration in the biomass of Bioreactor 1. The Anammox bacteria were made up C. Kuenenia Stuttgartiensis (̴ 78%) and the remaining C. Brocadia Fulgida.
The maximum SAA of 0.025 mgNH4-N (TSSAnammox-1. d-1) and 5.4 mgNH4–N (1011 CellAnammox-1. d-1) for ammonium, and 0.04 mg N2-N (TSSAnammox-1. d-1) and 9.4 mgN2–N (1011 CellAnammox-1. d-1) for nitrogen gas were found in the biomass. While a binding affinity constant Ki = 0.07 mgO2 /l, maximum half inhibition concentration IC50 ̴ 0.2 mg O2 /l and KM = 50 mg/l were estimated for the inhibition kinetics of oxygen in the biomass. The low Ki value found in this study indicates that oxygen is an efficient inhibitor for Anammox activities and concentrations between 0.4 - 0.64 mg O2 /l can lead to complete inhibition of Anammox activity. However, this process is reversible. Finally, the implication of this inhibition kinetic results might be important in tracing the distribution of Anammox processes in natural environments where fixed nitrogen is present.
The existence of large deposit of crude oil in the Nigerian Niger-Delta accords the region a strategic position in the country’s economy. However, activities associated with the oil and gas industry have resulted in extensive and in some instances indelible damages on the ecosystems. The destructive effect of hydrocarbon on bionetwork necessitated this study that aimed at evaluating the potential of adopting microbial and biosurfactant technology as tools for bioremediation. The research involved gas chromatography monitoring of hydrocarbon degradation in polluted soil, microbiological/molecular identification of hydrocarbon degraders and the evaluation of biosurfactant production by indigenous bacteria. The performance of four treatments involving; co-treatment with mixed bacterial consortium and close-to-nature surfactants (Bioversal QF and Bioversal UK), treatments with mixed bacteria culture, single bacteria culture and treatment with close-to-nature surfactants only were evaluated for the mineralization of hydrocarbons contained in 500g of 2% crude oil contaminated soil supplemented with NaH₂PO*₄2HO₂, KHP₂O₄ and NHC₄l as nutrient sources over a period of 20 weeks. Six indigenous biosurfactant producing and/or hydrocarbon degrading bacteria strains were isolated namely: Pseudomonas aeruginosa, Bacillus sp, Achromobacter sp, Stenotrophonas sp, Lysinibacillus sp. and Delftia sp. Molecular characterization of sequenced polymerase chain reaction products of these cultured bacteria using Nucleotide Basic Local Alignment Search Tool confirmed close relationships ranging from 98.83% to 100% with those on the NCBI databank. Co-treatment with mixed bacteria culture and Bioversal UK/Bioversal QF yielded synergetic impact that enhanced 73.35% and 71.52% degradation of total petroleum hydrocarbon respectively. Treatments with close-to-nature surfactants and with mix bacterial culture recorded 53.61% and 54.58%. The use of single bacteria strains resulted in the mineralization of 46% - 62.26% total petroleum hydrocarbon while their use as a consortium yielded 54%. Liquid chromatography-Mass spectrometry assessment of extracellular polymeric substances produced by cultured bacteria strains indicated the presence of rhamnolipids (L-rhamnosyl-3-hydroxydecanoyl-3-hydroxydecanoic acid with a mass of 504.654 Da) and lipopeptides (2-(Hydroxymethyl) phenyl 6-O-palmitoyl-β-D-glucopyranoside with a mass of 524.687 Da). Extracellular polymeric substances produced yielded emulsion index ranging from 70.70% to 75% and 39% to 65% with crude oil and heptane respectively. EPS yields ranging from 1.34 g/ml to 1.5 g/ml were recorded.
In the Garu-Tempane area and Tamne River basin of north-eastern Ghana, granitic aquifers supply nearly 80% of annually abstracted groundwater. Rapid and diffuse recharge enters the fractured and weathered Tamnean Plutonic Suite aquifers mainly granitoid, which are the dominant rock types in the study area. However, a greater challenge to the water supply in the area is posed by global climatic changes and overexploitation due to population growth. The semi-arid nature of the area together with the factors mentioned earlier has caused water scarcity, particularly in the dry season and these have affected the livelihoods of the farmers who depend mostly on the groundwater for irrigation and domestic purposes. A promising way to balance water resources in the region is using engineering technology such as managed aquifer recharge (MAR). MAR augments water levels in water-scarce areas and represents a key tool in water supply management.
For this reason, a comprehensive hydrogeological characterization involving the hydrochemistry of the groundwater, groundwater recharge process and residence time using multi-environmental tracers, and a numerical groundwater flow model was developed.
Based on the hydrochemistry results, the water quality index showed that the groundwater is very suitable for drinking. However, about 10.5 % out of the 38 groundwater samples had elevated nitrate concentrations exceeding the permissible WHO drinking water limit. These are mainly agricultural areas, which might have influenced the elevated nitrate concentrations.
Groundwater age dating using sulphur hexafluoride (SF6) and chlorofluorocarbons (CFCs) was used to date shallow groundwater in Ghana for the first time. The results proved that the mean residence time of groundwater was around 30 years, an indication of young groundwater and rapid groundwater renewability. The findings also showed different groundwater ages implying diffused flow systems occurring in the fractured granitic aquifer.
Investigation of the groundwater recharge using stable isotopes of deuterium and oxygen-18 revealed that the main source of groundwater recharge is of meteoric origin. There were little or no contributions from the stream and ponds as they were subjected to evaporative fractionation during the dry season. The White Volta River samples and samples from two big rivers were depleted in heavy isotopes, which suggested a hydraulic connection between them and the groundwater.
The numerical groundwater flow model was used to assess the feasibility of MAR and determine the maximum recharge and abstraction rates. The results showed that the aquifer had enough storage to accommodate enough volumes of floodwater without causing groundwater mounding. This shows that MAR is feasible in augmenting the water levels in the area when irrigation and domestic withdrawals are regulated.
Groundwater is the main source for potable water and domestic use in numerous countries around the world. However, water quality can be affected by pollution, which influences the natural environment and human health. One of the widespread pollutants in water is ammonia which is toxic to fish and causes eutrophication of lakes and wetlands. Constructed wetlands are promising in situ water treatment methods thanks to enhanced microbial growth within the plants’ rhizospheres, which creates an effective contaminant degradation zone. The ammonia in constructed wetlands can be removed either via total nitrification with further denitrification or partial nitrification coupled with anaerobic ammonium oxidation (anammox). However, so far, the role of anammox in constructed wetlands as well as its correlation with other nitrogen transformations remains unclear. The quantification of nitrogen turnover processes in constructed wetlands is difficult due to the complexity of the wetland systems.
Accordingly, the main aim of this research is to investigate pathways of ammonium removal in constructed wetlands treating contaminated groundwater. For this, several approaches were applied: a) physico-chemical parameters measurements; b) investigations of nitrogen stable isotope fractionation; c) stable isotope labelling approach; d) molecular biological methods. Also, seasonal and spatial variations in nitrogen transformations in several types of constructed wetlands (unplanted horizontal subsurface flow, planted horizontal subsurface flow, and floating plant root mat) were investigated.
The application of the stable isotope approach combined with common physico-chemical investigations enabled us to identify key factors influencing efficiency of nitrogen removal in constructed wetlands, which was the plant presence as substrate for attachment and growth of microorganisms. Ammonium removal efficiencies were not different between investigated seasons (spring, summer, and autumn), what could be explained by the fact that throughout all investigated seasons the air temperature remained high (above 10°C). While plant uptake accounted for significant part of ammonium removal during spring and summer in planted constructed wetlands, isotope fractionation patterns revealed that nitrification-denitrification were prevailing processes in planted constructed wetlands throughout the year, occurring in a linear way along the flow path, and not depending on depth in the root zone.
The research results also illustrated that in the planted horizontal subsurface flow constructed wetland, the functional genes of the nitrogen cycle were evenly distributed in a linear way along the flow path with prevalence at the superficial points. The same trend was observed for the nitrification and denitrification turnover rates using the isotope labeling techniques. Significant nitrate consumption under aerobic conditions diminishes nitrification rates and should therefore be taken into account when estimating nitrification turnover rates. This nitrate consumption was due to aerobic denitrification, the rate of which was comparable to that for anaerobic denitrification. Consequently, denitrification should not be considered as an exclusively anaerobic process. Phylogenetic analysis of hydrazine synthase (hzsA) gene clones indicated the presence of Brocadia and Kuenenia anammox species in the constructed wetland. Although anammox bacteria were detected by molecular methods, anammox activity could not be measured and hence this process appears to be of low importance in nitrogen transformations in these freshwater ecosystems.
In conclusion, this research demonstrated that combination of physico-chemical measurements with stable isotope and molecular biological approaches is an effective tool for investigation of nitrogen transforming processes in constructed wetlands. Such information is not only valuable for understanding of the processes ongoing inside these wastewater treatment facilities but also necessary for further technological improvement of constructed wetlands.
In der kommunalen Abwasserreinigung werden unter anderem Biofilmverfahren mit frei beweglichen Aufwuchskörpern mit einer Dichte von ca. 1 kg/m³ (Schwebebett) eingesetzt. Der Betrieb des Biofilmreaktors entspricht einem Mischreaktor. Gegenstand der Arbeit ist, einen Beitrag zur weiteren Aufklärung des komplexen Zusammenhanges von Bemessungsdaten und den Zustandsgrößen des Biofilmverfahrens mit frei beweglichen Aufwuchskörpern zu leisten.
Es erfolgen verfahrenstechnische Betrachtungen von Aufwuchskörpern unterschiedlicher Geometrien zur Durchmischung innerhalb kurzer Zeit im Reaktor und des dazu erforderlichen energetischen Aufwandes. Des Weiteren wird der optimale Füllgrad von Aufwuchskörpern in Abhängigkeit von der Reaktorgestaltung bestimmt.
Unter definierten Laborbedingungen konnten Erkenntnisse hinsichtlich des Temperatureinflusses sowie der BSB5 - Oberflächenbelastung auf die Abbauleistung gewonnen werden. In halbtechnischen Versuchen auf den Kläranlagen Kaditz und Rochlitz fanden Untersuchungen zum Einfahrverhalten unterschiedlicher Aufwuchskörper zu Biomassebildung und zu Abbauleistung statt. Auf der Kläranlage Lunzenau wurde eine im technischen Maßstab nachempfundene Kleinkläranlage im Hinblick auf den Einfluss der organischen Belastung auf die Biomassebildung und Abbauleistung betrieben. Die Bewertung der beschriebenen Versuchsanlagen sowie im Betrieb befindlicher Kleinkläranlagen erfolgt bezüglich der Abwasserkenngrößen, wie Schlammbelastung, Überschussschlammbildung, Schlammalter und Wachstumsraten.
Die Messung von Schichtdicken sowie die Erstellung von Sauerstoffprofilen ermöglicht es, Aussagen zur Effektivität des Stofftransportes im Biofilm zu treffen. Von Interesse sind Aussagen zur Aktivität der Mikroorganismen im Biofilm, welche durch Bestimmung von Enzymaktivitäten (Esteraseaktivität) ermittelt werden konnten. Die simultan ablaufenden Prozesse des Kohlenstoffabbaus, der Nitrifikation und der Denitrifikation durch den Biofilm werden hinsichtlich ihrer Potenziale, Leistungsfähigkeit und Grenzen untersucht, ebenso wie die Elimination von Phosphor.
Auf Grundlage der gewonnenen Erkenntnisse können theoretische Berechnungen zum Sauerstoffbedarf und zur Sauerstoffzufuhr hergeleitet werden. Insbesondere Kleinkläranlagen und kleine Kläranlagen werden durch den Eintrag von Antibiotika und Desinfektionsmitteln aus Haushalten und Kleingewerbe nachhaltig im Betriebsablauf gestört. Dazu konnten in Laborversuchen Aussagen zu Grenzkonzentrationen ermittelt werden.
The Anaerobic Sequencing Batch Reactor (ASBR) operates by sequential batches, has been studied as an alternative treatment for different systems because of their versatility. The ASBR is applicable for the conversion of a wide variety of organic wastewaters to methane and carbon dioxide (biogas). The main factors affecting the overall performance of the ASBR are: agitation, Substrate/Biomass ratio, geometric configuration of the reactor and the feeding strategy. In this research the strategy agitation was carried out by used of a gaslift system coupled to an ASBR. The aim of the research was the creation of bases for the design and process control of an Anaerobic Sequencing Batch Gaslift Reactor on a laboratory scale in order to find the optimal operating regime and optimize the process. The type of gaslift system to be used is an internal loop with a concentric draught tube configuration, which enables the gas may be sparged either the draught tube or the annulus. The simple design of a gas lift reactor permits less expensive operation, requires less maintenance, low investment costs, low interference and low power consumption.
Scientific and technical objectives of the research include the analysis of macro geometric dimensions of the reactor, developing innovative solutions for optimization of mixing process (gaslift mixing), analysis of the hydrodynamics and the homogenization inside of the reactor.
This study also includes the flow determination in the riser, the evaluation of the liquid circulation velocity in the downcomer and the influence of the vertical draft tube and the effect of top and bottom clearance. Also, the goal was to find an adequate mixture to not destroy microorganisms but to allow the sedimented biomass and undigested solids may rise quickly and mixed with the feed substrate.
Wastewater treatment systems abound as a result of technological improvements in treatment processes. Therefore in the selection of a wastewater treatment system for a particular wastewater treatment situation there are many alternatives to choose from. Despite this development municipal wastewater treatment in communities in developing countries are not always sustainable due to the application of inappropriate treatment systems. The question is how can an appropriate treatment system be identified for a certain location? The answer to this question is of importance to developing countries where wastewater treatment is usually not sustainable.
In this study a framework for assessing wastewater treatment systems was developed. First, a comprehensive set of indicators representing parameters of treatment systems and properties of the study area that impacts on wastewater treatment were identified. Secondly, assessment of these indicators were carried out through expert and community survey to identify a final set of indicators whose composition consist of efficiency, reliability and simplicity of treatment systems and resource constraint, resource recovery and environmental concerns of the study area. Thirdly, four wastewater treatment systems, namely: Waste Stabilization Ponds, Trickling Filter, reed bed and free water surface Constructed Wetlands considered to be feasible for the study area were evaluated by the application of the identified indicators. Finally, a decision matrix produced was processed by multi-attribute decision making methods using two indicator weights to identify the most appropriate treatment system among the four alternatives.
Results of the study show that in a scenario where equal indicator weights are assumed, reed bed is identified as the most appropriate with stabilization ponds being ranked as the least appropriate. In a more practical scenario where the weights of the indicators are allocated to reflect conditions of the study area, free water surface is ranked as the most appropriate. This outcome is at variance with stabilization pond technologies currently installed at communities in the study area. The performance of constructed wetlands is at the midpoint as far as most of the high to medium weighted assessment indicators are concern. It therefore represents a compromising solution between waste stabilization pond and trickling filter. The study also shows a change in variants of constructed wetland with a change in indicator weights. An indication that the decision situation determines the appropriateness of a treatment system and not the treatment system itself.
The selection framework employed in this study can be said to be reliable and capable of identifying a treatment system that can be appropriate for a particular location. This is because the choice of a constructed wetland for the study area fits the definition of appropriate treatment system defined by the final indicators identified in this study.
