The performance and stability of a thermophilic anaerobic digestion system are inherently dependent on the engineered environment within each reactor. While the selection of operational parameters such as mixing, solids retention time, and digestion temperature are often selected on the basis of certain desirable outcomes such as the deactivation of human pathogens, these parameters have been shown to have a broad impact on the overall sludge digestion process. Since the current time-temperature requirements for biosolids pathogen reduction are most easily met at elevated digestion temperatures within the thermophilic range, it is certainly worth examining the effect of specific digestion temperatures on ancillary factors such as operational stability and the aesthetic quality of biosolids. A series of experiments were carried out in which wastewater sludge was digested at a range of temperatures (35°C, 49°C, 51°C, 53°C, 55°C, 57.5°C). Each reactor was operated for a period at steady state in order to make observations of microbial activity, digestion performance, and biosolids aesthetics as affected solely by digestion temperature. Results of this study show that poor operational stability arises in reactors operated at 57.5°C. Elevated concentrations of hydrogen and short-chain fatty acids in the 57.5°C digesters are evidence that the observed temperature-induced digester failures are related to the temperature sensitivity of hydrogenotrophic (CO₂-reducing) methanogens. Reactors operated at other temperatures performed equally well with respect to solids removal and operational stability. In addition, peak volatile organic sulfur compound (VOSC) production from biosolids treated at 51°C and above was greatly reduced in comparison with mesophilic anaerobic digestion and a lower temperature (49°C) thermophilic system. Since the biosolids methanogenic community appeared to be equally capable of degrading VOSC over the range of thermophilic temperatures, the conclusion is that the activity of VOSC producing organisms in digested and dewatered biosolids is greatly reduced when operating temperature in excess of 51°C are used. This study shows that small changes in an operationally defined parameter such as digestion temperature can have a large impact on the performance and stability of a digestion process. Single minded selection of digestion temperature in order to achieve effective pathogen reduction can result in poor digester performance and the production of an aesthetically unacceptable product. Careful selection, however, of an appropriate digestion temperature can not only ensure successful pathogen reduction in compliance with current regulations, but can also improve the performance, stability, and aesthetic quality of digestion systems employing thermophilic anaerobic digestion. / Master of Science

Sludge management is the highest operating cost in municipal wastewater treatment. Anaerobic digestion (AD) is used to stabilize the sludge and reduce biosolids generation. Hydrolysis kinetics limit the rate of anaerobic digestion and must be improved to increase the overall process rate. In this study a new sludge characterization analysis was used to evaluate hydrolysis in a lab-scale pretreatment process operated at 55℃, 65℃, and 75℃. The experimental results were used to develop a new AD mathematical model, the hydrolysis digestion model (HDM). The model developed is easier to use, as the number of processes and variables were reduced by half, in comparison to existing models. The model variables can be measured using standard sludge characterization analysis, and the hydrolysis reactions included the fermenting microorganism to more accurately model the two-phase hydrolysis model. Model simulations were found to be a good fit of the experimental results, accurately predicting the rate and extent of hydrolysis in the pretreatment digester. / Thesis / Master of Applied Science (MASc)

Bacterial resistance to antibiotics has become a worldwide health problem, resulting in untreatable infections and escalating healthcare costs. Wastewater treatment plants are a critical point of control between anthropogenic sources of pathogens, antibiotic resistant bacteria (ARBs), antibiotic resistance genes (ARGs), and the environment through discharge of treated effluent and land application of biosolids. Recent studies observing an apparent resuscitation of pathogens and pathogen indicators and the widening realization of the importance of addressing environmental reservoirs of ARGs all lead toward the need for improved understanding of ARG fate and pathogen inactivation kinetics and mechanisms in sludge stabilization technologies. This research has investigated the fate of two pathogens, methicillin-resistant Staphylococcus aureus (MRSA) and Escherichia coli, and various ARGs under pasteurization, anaerobic digestion, biosolids storage, and land application conditions. Pathogen die-off occurs at a rate specific to each pathogen and matrix in ambient and mesophilic temperature environments. Viable but nonculturable (VBNC) states are initiated by thermal treatments, such as thermophilic digestion and possibly pasteurization, and allow the persistence of pathogen cells and any ARGs contained therein through treatment and into the receiving environment where resuscitation or transformation could occur. Raw sludge ARG content does affect digester effluent quality, although the predominant mechanisms of ARG persistence may be different in mesophilic versus thermophilic digestion. In both thermophilic and mesophilic digestion, a correlation was observed between raw sludge and digester ARGs associated with Class 1 integrons, possibly as a result of horizontal gene transfer. ARB survival was shown to contribute to ARG content in mesophilic digestion, but not thermophilic digestion. Thermophilic digestion may achieve a higher ARG reduction because of reduced microbial diversity compared to mesophilic digestion. However, it is evident that horizontal gene transfer still does occur, particularly with highly mobile integrons, so that complete reduction of all ARGs would not be possible with thermophilic digestion alone. Surprisingly, the experiments that introduced various concentrations of antibiotic sulfamethoxazole and antimicrobial nanosilver did not induce enhanced rates of horizontal gene transfer. Finally, ARG concentrations in biosolids increased during cold temperature storage suggesting that there is a stress induction of horizontal gene transfer of integron-associated ARGs. / Ph. D.

I takt med att städerna växer ökar belastningen på de kommunala avloppsreningsverken. Käppalaförbundet förutspår att antalet anslutna personekvivalenter till Käppalaverket kommer att öka med över 160 % under de kommande tre decennierna. En ökad belastning leder till en större mängd slam som måste behandlas. Detta görs idag med stabilisering genom mesofil rötning samt efterföljande avvattning och hygienisering. Samtidigt finns ett behov av hållbara energikällor i samhället, dit avloppsreningsverken bidrar genom tillhandahålla energirik biogas som biprodukt från rötningen.  Utrötningsgraden är beroende av slammets uppehållstid i rötkammaren och uppehållstiden kommer att bli kortare i takt med att belastningen ökar. Termofil rötning har identifierats som ett möjligt alternativ till inköp av ytterligare rötkammarvolym då metoden har rapporterats ge en snabbare stabilisering och därmed ett likvärdig resultat med kortare uppehållstid. Dessutom finns indikationer för att termofil rötning kan producera en större mängd biogas per enhet organiskt material i jämförelse med mesofil rötning. För att utreda huruvida Käppalaförbundet kan åtnjuta dessa fördelar har ett termofilt rötningsförsök bedrivits i pilotskala.  Pilotanläggningen bestod av en 5 m³ rötkammare som matades semikontinuerligt med 65 mass% primärslam och 35 mass% överskottsslam. Försöket inleddes med en temperaturövergång från en mesofil ymp till termofila betingelser, följt av att processen tilläts acklimatisera. Processen drevs därefter under tre uppehållstider med en längd på 18 dygn vardera. Samtliga driftparametrar härleddes i den mån det var möjligt från fullskalig slambehandling på Käppalaverket. De experimentella resultaten jämfördes med simuleringsresultat baserade på den matematiska modellen Anaerobic Digestion Model No. 1. Temperaturövergången och acklimatiseringen utfördes med framgång. Vid referensbelastningen var utrötningsgraden 54.4 % och den specifika metanproduktionen var 0.221 Nm3 CH4/kgVS, vilket var otillräckligt för att överträffa den mesofila, fullskaliga processen. Försöket indikerade att proteiner bryts ned lättare i en termofil process. Vidare observerades avtagande processtabilitet och försämrade avvattningsegenskaper hos rötresten. / As cities grow, the load on the municipal wastewater treatment plants increases. The Käppala Association predicts that the number of population equivalents connected to the Käppala Wastewater Treatment Plant will increase by over 160 % in the coming three decades. An increased load leads to a larger amount of sludge that must be treated. This is done today with stabilization through mesophilic anaerobic digestion and subsequent dewatering and hygienization. At the same time, there is a need for sustainable energy sources in society, to which wastewater treatment plants contribute by providing energy-rich biogas as a by-product from the anaerobic digestion. The degree of digestion is dependent on the retention time of the sludge in the digester and the retention time will become shorter as the load increases. Thermophilic anaerobic digestion has been identified as a possible alternative to the investment of additional digester volume as the method has been reported to provide a faster stabilization and thus an equivalent result with a shorter retention time. In addition, there are indications that thermophilic anaerobic digestion is able to produce a larger amount of biogas per unit of organic material in comparison with mesophilic anaerobic digestion. To evaluate whether the Käppala Association can enjoy these benefits, a thermophilic anaerobic digestion experiment has been conducted on a pilot scale. The pilot plant included a 5 m³ digester which was fed semi-continuously with 65 mass% primary sludge and 35 mass% waste activated sludge. The experiment began with a temperature transition from a mesophilic inoculum to thermophilic conditions, followed by allowing the process to acclimatize. The process was operated thereafter for three retention times with a length of 18 days each. All process parameters were derived as far as possible from the full-scale sludge treatment at Käppala Wastewater Treatment Plant. The experimental results were compared with simulation results based on the mathematical model Anaerobic Digestion Model No. 1. The temperature transition and acclimatization was performed successfully. At reference load, the degree of digestion was 54.4 % and specific methane production was 0.221 Nm3 CH4/kgVS, which was not enough to overcome the mesophilic full-scale process. Indications pointed towards proteins being more easily digested in a thermophilic process. Furthermore, deteriorating process stability and dewaterability of the digestate was observed.

Municipal wastewater treatment plants (WWTP) are important infrastructural components in a society and also important for sustainability. In a WWTP the most common treatment configuration is mechanical, biological, and chemical treatment of the wastewater. The treatments reduce nutrients and organic matter before the water is transferred to the recipient. During wastewater treatment, sludge is produced and then stabilized in an anaerobic digestion (AD) process.  The Käppala Association operates the third largest WWTP in Sweden. In the future the Käppala plant is expecting an increased number of connected households and also stricter sludge hygienization regulations. This implies that current strategies for the WWTP have to be developed. One idea has been to use a thermophilic AD process instead of mesophilic AD.Thermophilic AD has previously been shown to have higher capacities, lower hydraulic retention times (HRT) and increased pathogenic destruction compared to their mesophilic counterpart. A common negative aspect for a thermophilic process has been process instability.  In this study a 5 m3 pilot plant rented from Research Institutes of Sweden (RISE) was used to evaluate maximal organic loading rate (OLR) for a stable thermophilic AD process using mixed sludge as substrate. Four HRT were chosen, and each HRT was maintained for 3 retention times. Laboratory analyzes of the raw and digested sludge and on-line monitoring were performed regularly to collect information about process stability and efficiency. The pilot plant was controlled through a surveillance system where operating parameters were introduced. The main objectives of this study were to investigate how an increase of OLR affected pH, alkalinity, and volatile fatty acid (VFA) content and also how the alkalinity and VFA affected the process stability. Gas composition, gas production, degree of digestion (DD) and foaming were also investigated throughout this study. Results showed that VFA initially increased, and alkalinity decreased when every OLR increase occurred. The VFA and alkalinity returned to lower values after the process was given time to recover during constant OLR. The OLR increase caused slight variations in process pH but not enough for process failure. Increased OLR did not seem to have a large impact on the DD since it seemed to remain between 40-50% throughout the entire study. Composition monitoring showed an increased hydrogen sulfide content in the gas as a consequence of increased OLR. An OLR increase also lead to a volumetric gas production (VGP) and volumetric methane production (VMP) increase while efficiency of the AD process was seen to decrease when evaluating specific gas production (SGP) and specific methane production (SMP). The conclusion of the study was that a stable thermophilic AD process using mixed sludge as substrate could be operated with an OLR of 6.55 ± 0.06 kg VS m-3d-1and a HRT of 7 days. Maximal OLR for a stable thermophilic AD process was never achieved due to the process remaining relatively stable the entire experimental period. The process recovered from signs of instability during all HRT-transition times indicating it can maintain all investigated OLR. / Kommunala avloppsreningsverk är en viktig infrastruktur i ett samhälle och även viktigt för hållbarheten. I ett avloppsreningsverk renas spillvatten genom mekaniska, biologiska och kemiska behandlingar processteg. Behandlingarna minskar näringsämnen och organiskt material innan vattnet rinner ut i recipienten. Vid rening av avloppsvatten erhålls slam. Slammet kan användas som substrat för en anaerobisk nedbrytningsprocess. Käppalaförbundet driver det tredje största reningsverket i Sverige. I framtiden förväntas antal anslutna hushåll till reningsverket att öka samt strängare slamhanteringskrav appliceras. Detta innebär att nuvarande slamstrategi måste utvecklas. En idé är att tillämpa en termofilrötnings process. En termofil rötningsprocess har visat sig ha högre kapacitet, lägre uppehållstider och ökad patogen reduktion i jämförelse med en mesofil rötning. En nackdel med termofil rötning är den försämrade processtabiliteten.  I denna studie har en 5 m3 pilotanläggning inhyrd från RISE använts för att utvärdera den maximala organiska belastningen för en stabil termofil rötningsprocess med blandslam som substrat. Fyra uppehållstider valdes och varje uppehållstid hölls tre gånger. Regelbundna analyser av rå och rötslam utfördes för att erhålla information om process stabilitet och effektivitet. Pilotanläggningen styrdes genom ett människa-maskingränssnitt där driftparametrar matades in. Huvudmålen för studien var att se hur en ökning av organisk belastning påverkade pH, alkaliniteten och halt av flyktiga fettsyror samt att undersöka alkalinitetens och halten av flyktiga fettsyrors påverkan på processtabiliteten. Påverkan av en ökad organisk belastning på gas sammansättning, gasproduktion, rötningsgrad har även undersökts. Resultaten visade att flyktiga fettsyror initialt ökade och alkaliniteten minskade vid en belastnings ökning. Flyktiga syror och alkalinitet återgick till mer stabila värden efter processen fick återhämta sig vid en konstant belastning. Belastningsökningen orsakade små variationer i pH värdet men inte tillräckligt för att orsaka processkollaps. En ökad belastning verkade inte ha någon större påverkan på rötningsgraden då den låg runt 40–50% hela rötningsperioden. Skumutvecklingen visade sig inte heller vara ett problem. Resultaten visade även att väte sulfid ökade i gasen när en belastningsökning gjordes. Den volymetriska gas och metan produktionen ökade vid en ökad OLR medan specifika gas och metan produktionen minskade. Slutsatsen var att en stabil termofil rötningsprocess av blandslam kan drivas med en organisk belastning på 6.55 ± 0.06 kg VS m-3d-1 och en uppehållstid på 7 dagar. Maximal belastning för stabil termofil rötningsprocess uppnåddes dock ej då processen förblev relativt stabil under alla undersökta uppehållstider. Processen återhämtade sig även efter tecken på instabilitet vilket indikerar att AD processen kan behålla stabilitet vid de undersökta belastningar.