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Mesophilic Mesophilic Mesophilic Mesophilic anaerobic naerobic naerobic naerobic digestion digestion digestion digestion conducted conducted conducted conducted in in in in single single single single unit unit unit unit reactor reactor reactor reactor at at at at increasing increasing increasing increasing ammonia ammonia ammonia ammonia concentrations concentrations concentrations concentrations Halmstad Halmstad Halmstad Halmstad University University University University School School School School of of of of Business Business Business Business and and and and Engineering Engineering Engineering Engineering Program Program Program Programme me me me of of of of Applied Applied Applied Applied Environmental Environmental Environmental Environmental Science Science Science Science Master Master Master Master thesis thesis thesis thesis 15 15 15 15 credits credits credits credits 2011. 2011. 2011. 2011.9.12 .12 .12 .12 Fan Yang Supervisors: Marie Mattsson, Niklas Karlsson

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Page 1: Mesophilic anaerobic digestion conducted in single unit ...480552/FULLTEXT01.pdfMesophilic anaerobic digestion conducted in single unit reactor at increasing ammonia concentrations

MesophilicMesophilicMesophilicMesophilic aaaanaerobicnaerobicnaerobicnaerobic digestiondigestiondigestiondigestion conductedconductedconductedconducted inininin singlesinglesinglesingle unitunitunitunit reactorreactorreactorreactor

atatatat increasingincreasingincreasingincreasing ammoniaammoniaammoniaammonia concentrationsconcentrationsconcentrationsconcentrations

HalmstadHalmstadHalmstadHalmstad UniversityUniversityUniversityUniversitySchoolSchoolSchoolSchool ofofofof BusinessBusinessBusinessBusiness andandandand EngineeringEngineeringEngineeringEngineering

ProgramProgramProgramProgrammemememe ofofofof AppliedAppliedAppliedApplied EnvironmentalEnvironmentalEnvironmentalEnvironmental ScienceScienceScienceScience

MasterMasterMasterMaster thesisthesisthesisthesis 15151515 creditscreditscreditscredits

2011.2011.2011.2011.9999.12.12.12.12

Fan YangSupervisors: Marie Mattsson, Niklas Karlsson

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AcknowledgementAcknowledgementAcknowledgementAcknowledgement

First and foremost, I would like to express my gratitude to my supervisors, MarieMattsson and Niklas Karlsson, respectable, responsible and resourceful scholars, whoprovided me with valuable guidance in every stage of the writing of this thesis andperforming of the experiments. Without your enlightening instruction, impressivekindness and patience, I could not have completed my thesis. Your keen and vigorousacademic objectives enlighten me not only in this thesis but in my future study andwork as well.

I shall extend my thanks to Mr. Stefan Weisner, who granted me this great year inHalmstad university, and also for his persistent critical thinking I was induced by.

I am grateful to Johan Rundstedt of his advice and comments for the writing of thisthesis. I would also like to thank all my teachers who have helped me to develop thefundamental and essential academic competence.

My sincere appreciation also goes to all the teachers and students from Class AES2010, who gathered together with great cooperation and friendly atmosphere duringthe whole year.

Last but not least, I would like to thank all my parents, my lovely friends, for theirencouragement and support, both spiritually and economically.

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Abstract:Abstract:Abstract:Abstract: The use of mesophilic anaerobic digestion for treatment of organic wastesis a growing biotechnology for sustainable energy supply. Ammonia inhibition is amajor problem in anaerobic digestion mainly when digestion of nitrogen-richsubstrates such as livestock wastes and manure occurs. This paper provides asummary of research conducted on ammonia inhibition of the anaerobic process. Anexperiment with mesophilic digestions of swine manure was conducted in single unitreactors, which were controlled under different ammonia concentrations by additionof NH4Cl in different amounts. From the experimental results, it was shown thatNH4Cl could be an effective chemical agent for removing foam and scum in thedigester. Methane production was decreased with the increasing NH4Cl addition untila collapse was observed between 11.2 g NH4+-N/l and 13.2 g NH4+-N/l. Contrary tothe findings in thermophilic digestion, a dysfunction of acidogenesis was alsoobserved since both gas and methane production was delayed with increasing NH4Claddition. These findings suggest different ammonia inhibition principles in mesophilicand thermophilic digestion. It was further indicated that methanogenesis couldproduce a high percentage of methane although gas production was inhibited.

KeyKeyKeyKeyWords:Words:Words:Words: biogas, mesophilic digestion, ammonia inhibition, methane

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IndexIndexIndexIndex1. Overview...................................................................................................................................- 1 -

1.1 Introduction of anaerobic digestion................................................................................ - 1 -1.2 Advantages......................................................................................................................- 1 -1.3 Digestion Resources....................................................................................................... - 2 -1.4 Process and principles.....................................................................................................- 3 -1.5 Digestion temperature.....................................................................................................- 5 -1.6 Digestion pH................................................................................................................... - 6 -1.7 Inhibition factors.............................................................................................................- 7 -

1.7.1 Ammonia inhibition............................................................................................. - 7 -1.7.2 Sulfide inhibition................................................................................................- 11 -1.7.3 Heavy metal inhibition....................................................................................... - 11 -1.7.4 Light metal inhibition........................................................................................ - 12 -1.7.5 Feedback inhibition............................................................................................- 12 -1.7.6 Minor inhibitory substances...............................................................................- 12 -

1.8 Objective of study......................................................................................................... - 13 -2. Materials and Methods............................................................................................................- 14 -

2.1 Reactor.......................................................................................................................... - 14 -2.2 Materials....................................................................................................................... - 14 -

2.2.1 substrate............................................................................................................. - 14 -2.2.2 Inoculum............................................................................................................ - 14 -2.2.3 Ammonium chloride.......................................................................................... - 14 -2.2.4 Measurement of ammonium concentration in swine manure............................ - 14 -

2.3 Experiment design........................................................................................................ - 14 -2.4 Calculation of methane production............................................................................... - 15 -

3. Results.....................................................................................................................................- 16 -4. Discussion...............................................................................................................................- 20 -

4.1 Scum and foam............................................................................................................. - 20 -4.2 Digestion performance..................................................................................................- 20 -4.3 Inhibition mechanism................................................................................................... - 21 -

4.3.1 Hydrolytic bacteria.............................................................................................- 21 -4.3.2 Acidogenic bacteria............................................................................................- 21 -4.3.3 Methanogenic bacteria....................................................................................... - 22 -

5. Conclusions.............................................................................................................................- 24 -References...................................................................................................................................- 25 -

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Nomenclature:Nomenclature:Nomenclature:Nomenclature:

TAN Total Ammonia NitrogenTKN Total Kjeldahl NitrogenVS Volatile SolidTS Total SolidVFA Volatile fatty acid

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MesophilicMesophilicMesophilicMesophilic aaaanaerobicnaerobicnaerobicnaerobic digestiondigestiondigestiondigestion conductedconductedconductedconducted inininin singlesinglesinglesingle unitunitunitunit reactorreactorreactorreactor atatatat increasingincreasingincreasingincreasing ammoniaammoniaammoniaammonia concentrationsconcentrationsconcentrationsconcentrations ---- 1111 ----

1.1.1.1. OverviewOverviewOverviewOverview

1.11.11.11.1 IntroductionIntroductionIntroductionIntroduction ofofofof anaerobicanaerobicanaerobicanaerobic digestiondigestiondigestiondigestion

Anaerobic digestion is a series of processes in which microorganisms break downbiodegradable material in the absence of oxygen. It is used for agricultural, industrialor domestic purposes to reduce the organic content of waste and to produce energy inthe meantime. As a result, anaerobic digestion is applied as an important source ofrenewable energy worldwide. The main products of anaerobic digestion are biogasand digested sludge solids. Biogas, usually contains approximately 60% of methaneand 30% of carbon dioxide, and additionally a small part of other unwanted gases.The biogas produced can be used directly as fuel or upgraded to other energy formssuch as natural gas quality biomethane, heat or electricity.

1.21.21.21.2AdvantagesAdvantagesAdvantagesAdvantages

The utilization of biogas produced from anaerobic digestion technologies is one of themost promising alternatives to replace fossil fuels. Utilizing biogas helps improvingglobal environment in a number of aspects. The major resulting benefits are thereduction of greenhouse gas (GHG) emission of environmental concern and energyconsumption in terms of offsetting the usage of fossil fuels. At the same time itprovides a favorable disposal method for agricultural and industrial wastes (Chen etal., 2008).The practical advantages by applying biogas could be concluded as:

ReplacementReplacementReplacementReplacement ofofofof fossilfossilfossilfossil fuelsfuelsfuelsfuels: The burning of biogas saves the burning of fossil fuel.Biogas produced from the anaerobic digestion process provides a highly sustainablealternative to fossil fuel consumption, and hence reduces emissions of greenhousegases as bio-energy is considered as a renewable energy. This is due to the fact thatthe carbon in biodegradable material is part of a carbon cycle. The carbon releasedinto the atmosphere from the combustion of biogas has been absorbed by plants forthem to grow. When the plants re-grows, they take the carbon from the atmosphereonce more, leaving the whole system carbon neutral (Agri-Food and BiosciencesInstitute, 2010). In contrast to biogas production, carbon in fossil fuels has been storedin the earth for many millions of years. The combustion of fossil fuels hence increasesthe overall levels of carbon dioxide in the atmosphere.

SavingSavingSavingSaving energyenergyenergyenergy footprintfootprintfootprintfootprint ofofofof wastewastewastewaste treatmenttreatmenttreatmenttreatment.... Anaerobic digestion provides manyattractive features including decreased sludge handling, disposal costs, energyrequirement (Ghosh and Pohland, 1974; van Staikenburg, 1997), and reduction innumbers of pathogens. Anaerobic digestion facilities have been recognized asconspicuously promising sources of energy supply, as they are less capital intensivecompared to other kinds of power plants (Institute of Science in Society, 2007). Thisfact facilitates anaerobic digestion being widely used as they have low total energy

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MesophilicMesophilicMesophilicMesophilic aaaanaerobicnaerobicnaerobicnaerobic digestiondigestiondigestiondigestion conductedconductedconductedconducted inininin singlesinglesinglesingle unitunitunitunit reactorreactorreactorreactor atatatat increasingincreasingincreasingincreasing ammoniaammoniaammoniaammonia concentrationsconcentrationsconcentrationsconcentrations ---- 2222 ----

consumption in waste treatment and producing favorable energy recovery at the sametime (Chen et al., 2008).

ReducingReducingReducingReducing methanemethanemethanemethane emissionemissionemissionemission totototo atmosphere.atmosphere.atmosphere.atmosphere. As an alternative way to dispose ofwaste in a landfill, anaerobic digestion breaks down wastes naturally andanaerobically in a sealed digester. However, there has always been a gas releasingconcern when performing an anaerobic digestion since methane is about twenty timesmore potent as a greenhouse gas than carbon dioxide, and may cause significantnegative environmental effects.

DisplacingDisplacingDisplacingDisplacing chemicalchemicalchemicalchemical fertilizersfertilizersfertilizersfertilizers.... Digester residue, after proper treatment, can be usedas a fertilizer or soil conditioner supplying essential nutrients to soils and increasingthe organic content of soils. As a result, it also reduces utilization of chemicalfertilizer and greenhouse gas emission from production and transportation. Previousinvestigation shows that the markets for the digested solids can be equally asimportant as the biogas. Nevertheless, land amendment with digester residue alsoleads to the nutrient content being fully recycled. Therefore, it achieves the nutrientcirculation in holistic scale especially concerning the recycling of carbon, nitrogenand phosphorous (Andersen, 2002).

1.31.31.31.3 DigestionDigestionDigestionDigestion ResourcesResourcesResourcesResources

Anaerobic digestion is particularly suited to use organic materials. It is a simpleprocess that can greatly reduce the amount of organic matter, that might otherwise becoped with by sea dumping, landfill or incineration. Almost all organic biodegradablematerial can be processed with anaerobic digestion (Anaerobic-digestion.com., 2007;Agri-Food and Biosciences Institute, 2009). This includes biodegradable wastematerials such as waste paper, grass clippings, food waste and animal waste such asmanure, slurry; feathers, straw and crop residues; industrial waste and pharmaceuticalor paper pulp residues; and sewage sludge (Gunaseelan et al., 1997). Anaerobicdigestion is mainly used as part of the process to treat biodegradable waste in order toachieve nutrient circulation. As anaerobic digestion is one of the most efficientwastewater treatment technologies, digesters are widely fed with treated municipalsludge. Application in the treatment of organic industrial and agricultural wastes havealso been practiced in considerable scale (Parkin and Miller, 1983).Livestock wastes are a substantial contributor to non-point source pollution and canaffect wetland habitats and contaminate drinking water sources. Livestock waste oftenhas very high total ammonia nitrogen concentrations due to the presence of ammoniaas well as urea and protein that could readily release ammonia during digestion(Zeeman et al., 1985; Krylova et al., 1997; Hansen et al., 1998). One of the principalinstabilities with respect to the anaerobic digestion of livestock waste is ammoniainhibition (Zeeman et al., 1985; Hashimoto, 1986; Kayhanian, 1994). Sharp increaseof ammonia concentration in the feedstock are unusual (Hobson, 1991). However,feed slurry that has been stored for some time in the animal house often contains high

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MesophilicMesophilicMesophilicMesophilic aaaanaerobicnaerobicnaerobicnaerobic digestiondigestiondigestiondigestion conductedconductedconductedconducted inininin singlesinglesinglesingle unitunitunitunit reactorreactorreactorreactor atatatat increasingincreasingincreasingincreasing ammoniaammoniaammoniaammonia concentrationsconcentrationsconcentrationsconcentrations ---- 3333 ----

concentration of ammonia released from decomposition of organic nitrogen. Shockloading of this feed slurry can cause inhibition in anaerobic digesters (Hobson, 1991).In addition to ammonia, livestock waste also has a high sulfate concentration derivedfrom a decomposition of protein. The ammonia and sulfide caused inhibitioninfluences each other (Hansen et al., 1999).

FigureFigureFigureFigure 1.1.1.1. ResourcesResourcesResourcesResources forforforfor anaerobicanaerobicanaerobicanaerobic digestiondigestiondigestiondigestion

1.41.41.41.4 ProcessProcessProcessProcess andandandand principlesprinciplesprinciplesprinciples

Anaerobic digestion consists of a series of bacterial events that converts organiccompounds to biogas ingredients (McCarty, 2001). There are many microorganismsthat are involved in the digestion including acetic acidogenic bacteria andmethanogenic bacteria. These microorganisms live upon the feedstock in substrate,and breakdown polymers into intermediate molecules including sugars, hydrogen, andacetic acid, before finally being changed into simplest gas compounds as methane andcarbon dioxide.In an anaerobic system, oxygen is prevented from entering the sealed digester. Inabsence of oxygen with microorganisms breaking down polymers, the products areprimarily alcohols, aldehydes, and organic acids plus carbon dioxide. The presence of

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MesophilicMesophilicMesophilicMesophilic aaaanaerobicnaerobicnaerobicnaerobic digestiondigestiondigestiondigestion conductedconductedconductedconducted inininin singlesinglesinglesingle unitunitunitunit reactorreactorreactorreactor atatatat increasingincreasingincreasingincreasing ammoniaammoniaammoniaammonia concentrationsconcentrationsconcentrationsconcentrations ---- 4444 ----

specialised methanogens helps convert those intermediates into the end-products ofmethane, carbon dioxide, and trace levels of hydrogen sulfide (Beychok, 1967). Themajority of the chemical energy contained within the anaerobic digesting substrates isreleased by methanogenic bacteria as methane (Institute of Science in Society, 2007).The microorganism groups usually take a period of time to start-up before becomingfully efficient. Therefore, the microorganisms are commonly introduced frommaterials with existing populations, such as sewage sludge or cattle slurry (UnitedNation University, 2007).The digestion process is commonly considered as a three-stage reaction. They are

1 Hydrolysis2 Acidogenesis3 Methanogenesis

The digestion process begins with bacterial hydrolysis of the input materials in orderto break down insoluble organic polymers such as carbohydrates, proteins and makethem available for other bacteria. Once absorbed, these compounds undergo bacterialdegradation that results in the production of soluble sugars. The bio-available sugarsand amino acids are converted into carbon dioxide, hydrogen, ammonia, and organicacids. Acetogenic bacteria then convert these resulting organic acids into acetic acid,along with additional ammonia, hydrogen, carbon dioxide and some other by-products.Finally, methanogens convert these products to methane and carbon dioxide.The first stage of the process is the hydrolysis of solids, that is, the process ofbreaking chains of organic polymers and dissolving the smaller molecules intosolutions in order for the bacteria to access the potential energetic material inanaerobic digesters. In most cases, biomass for anaerobic digestion is made up oflarge organic polymers, chains of which must first be broken down into smallerconstituent parts. Therefore, hydrolyzing these high-molecular-weight polymericcomponents is the necessary first step in anaerobic digestion. Hydrolysis solubilizeparticulate organic compounds such as cellulose and colloidal organic compoundssuch as proteins and fats into simple soluble compounds that can be absorbed bybacterial cells. After further and complete breakdown of the remaining components,the hydrolysis of these wastes will ultimately result in the production of simplistic,soluble organic compounds such as volatile acids (VFAs) and alcohols which arecreated along with ammonia, carbon dioxide, and hydrogen sulfide, as well as otherby-products.The second stage of the process is acetogenesis, that involves the conversion of thevolatile acids and alcohols to substrates such as acetic acid or acetate (CH3COOH)and hydrogen gas that can be used by methanogenic bacteria. Acetates and hydrogensproduced in the first stages can be used directly by methanogens. Other moleculessuch as volatile fatty acids (VFAs) with a chain length that is greater than that ofacetate are decomposed into compounds that can be directly utilized by methanogens.As a result, simple molecules created through hydrolysis are further digested byacetogenic bacteria to produce acetic acid as well as carbon dioxide and hydrogen inthe mean time.The third stage of the process, methanogenesis, involves the production of methane

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MesophilicMesophilicMesophilicMesophilic aaaanaerobicnaerobicnaerobicnaerobic digestiondigestiondigestiondigestion conductedconductedconductedconducted inininin singlesinglesinglesingle unitunitunitunit reactorreactorreactorreactor atatatat increasingincreasingincreasingincreasing ammoniaammoniaammoniaammonia concentrationsconcentrationsconcentrationsconcentrations ---- 5555 ----

and carbon dioxide. Methanogenic bacteria utilizes the intermediate products of thepreceding stages such as hydrogen and acetic acid and then converts them intomethane, carbon dioxide, and water. It is in this stage that the majority of the biogasproduction from the system is created.The remaining, non-digestible material that the microbes cannot feed upon, alongwith any dead bacterial remains, constitutes the digestate.Typical generic chemical equation (Tab.1) for the overall processes is as follows:

Table.1Table.1Table.1Table.1 DegradationDegradationDegradationDegradation pathwayspathwayspathwayspathways inininin anaerobicanaerobicanaerobicanaerobic digestion.digestion.digestion.digestion.

Stage Reaction

HydrolysisCarbohydrates + H2O→soluble sugarsProteins +H2O→soluble amino acids

Fats +H2O→soluble fatty acids

Acetogenesis 2CO2 + 4H2 →CH3COOH + 2H2OFatty acids+H2O→CH3COOH

MethanogenesisCO2+4H2→CH4+2H2OCH3COOH→CH4+CO2

FigureFigureFigureFigure 2,2,2,2, ConciseConciseConciseConcise reactionreactionreactionreaction illustratingillustratingillustratingillustrating anaerobicanaerobicanaerobicanaerobic digestiondigestiondigestiondigestion stagesstagesstagesstages ((((GerardiGerardiGerardiGerardi,,,, 2003200320032003).).).).

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MesophilicMesophilicMesophilicMesophilic aaaanaerobicnaerobicnaerobicnaerobic digestiondigestiondigestiondigestion conductedconductedconductedconducted inininin singlesinglesinglesingle unitunitunitunit reactorreactorreactorreactor atatatat increasingincreasingincreasingincreasing ammoniaammoniaammoniaammonia concentrationsconcentrationsconcentrationsconcentrations ---- 6666 ----

1.51.51.51.5 DigestionDigestionDigestionDigestion ttttemperatureemperatureemperatureemperature

An acceptable and uniform temperature is suggested to be maintained throughout thedigestion process. Variations in temperature of even a few degrees could affect allbiological activity including the inhibition of some anaerobic bacteria, especiallymethanogenic bacteria. Anaerobes are very sensitive to rapid changes in temperature.Therefore, temperature fluctuations in the digester should be as small as possible, thatis usually <1°C per day for thermophilies and <2-3°C for mesophiles (Gerardi.2003). Adequate mixing of the digester content is also suggested. This helps toprevent the development of localized pockets of temperature variation.Anaerobic digestion takes place at either mesophilic or thermophilic temperatures asdifferent species of bacteria are able to survive at different temperature ranges. Theseranges are the mesophilic range form 25–40°C and the thermophilic range from45–60°C respectively, which results in two the different kinds of digestion. Bacteriaspecies living optimally at temperatures between 25–40°C are called mesophilicbacteria. Most methanogenic bacteria are mesophiles. Some of the other bacteriacould survive at hotter conditions of 45–60°C are called thermophilic bacteria. Attemperatures between 40-45°C, methanogenic bacteria are partly inhibited.Mesophilic digestion operates in temperatures between 25°C and 40°C, typically37°C. This is the most widely applied digestion method in the world due to itscomparable high cost efficiency. More than 90% of worldwide biodigesters areoperated at mesophilic temperature. Anaerobic digestion of sludge is the mostextensive anaerobic digestion technology applied in the world, it is generallyperformed in the mesophilic range, with the optimum temperature of approximately35-37°C (Gerardi, 2003). However, thermophilic digesters are less than 10% ofdigesters in the world.Thermophilic digestion operates in temperatures between 45 and 60°C. Comparedwith mesophilic digestion, it has higher reaction rate and improved solids settling(Hashimoto, 1982; Varel et al., 1980) Nevertheless, the pathogens are more efficientlydestructed as a result of higher temperature (Varel et al., 1980). Besides these benefits,there are several significant microbiological characteristics associated withthermophilic anaerobes that may adversely affect digester performance. Thesecharacteristics of low bacterial growth rate, high death rate and lack of diversity ofthermophilic anaerobes are responsible for relatively high residual values of volatileacids (Gerardi, 2003). Nevertheless, higher energy requirement and poor operationalstability also prevents thermophilic digestion from being widely commercialized(Dupla et al., 2004; Buhe and Andrews 1977; Chen et al., 2008).

1.61.61.61.6 DigestionDigestionDigestionDigestion pHpHpHpH

Anaerobic digestion requires very strict defined pH range since the enzymatic activity,bacteria and digester performance are all influenced by pH. Methanogenesis issensitive to both high and low pHs and occurs between pH 6.5 and pH 8 (Sung and

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Liu, 2003). Acceptable enzymatic activity of methanogenic bacteria does not occurbelow pH 6.2. Most anaerobic bacteria, including methanogenic bacteria, are verysensitive to fluctuating pH values. They perform well within a pH range of 6.8 to 7.2.The most efficient and satisfactory pH is within the range of 7.0 to 7.2 while pH inbetween 6 and 8 is also acceptable for digestion but somewhat restrictive and slow(Gerardi, 2003).Although digestion requires stable pH condition, the process could not always remainin an ideal pH range. During the digestion, the pH in an anaerobic digester willinitially decrease with the production of acids after hydrolysis. Research shows that athydraulic retention times >5 days, the methanogenic bacteria begin to consume theacids and produce methane and carbon dioxide. The pH of the reactor then recoversand stabilizes (Gerardi, 2003).In order to achieve proper pH control during the anaerobic digestion, high alkalinityconcentration is introduced to maintain digester stability. Sufficient alkalinity servesas a essential buffer that prevents rapid changes in pH. Alkalinity levels have beenused as an indicator during the digestion process. A decrease of alkalinity to below thenormal level could always result in the accumulation of organic acids due to loss ofmethanogenic bacterial activity. Other passive reasons could slow down thedischarging rate in the digester, or the presence of inhibitors that depress themethanogenic bacteria. Several chemicals such as sodium bicarbonate, potassiumbicarbonate, sodium carbonate, calcium carbonate potassium carbonate and calciumhydroxide can be used to adjust alkalinity in the anaerobic digester. Of thosechemicals, sodium bicarbonate and potassium bicarbonate are perhaps the best ofchoice in terms of desirable solubility and minimal adverse impacts (Gerardi, 2003).Ammonia could also be considered as a alkalinity booster as it helps buffering thesystem by reacting with carbon dioxide that is produced during digestion and it alsohelps dissolving scum layers in the meantime. However, as the buffering mechanismis associated with carbon dioxide consumption, gas reacted may generate a negativepressure in the digester. Additionally, excess ammonia gas also causes toxicity whichis strongly regarded while using nitrogen-rich resources as substrate.

1.71.71.71.7 InhibitionInhibitionInhibitionInhibition factorsfactorsfactorsfactors

A wide variety of substances have been reported to be inhibitory to the anaerobicdigestion processes in substantial concentrations. Problems such as low methane yieldand process instability are often encountered in anaerobic digestion (Chen et al.,2008). Literature on anaerobic digestion shows considerable variation in the inhibitionlevels reported for most substances. The major reason for these variations is thecomplexity of the anaerobic digestion process where mechanisms such as antagonism,synergism and acclimation could significantly affect the phenomenon of inhibition.Considerable research efforts have been made to identify the mechanism and thecontrolling factors of inhibition. The inhibitors commonly present in anaerobicdigesters include ammonia, sulfide, light metal ions, heavy metals, and otheranthropogenic organic compounds such as solvents and pesticides in the waste.

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1.1.1.1.7.17.17.17.1AmmoniaAmmoniaAmmoniaAmmonia inhibitioninhibitioninhibitioninhibition

1.1.1.1.7.17.17.17.1 .1.1.1.1Ammonium-nitrogenAmmonium-nitrogenAmmonium-nitrogenAmmonium-nitrogen inininin digesterdigesterdigesterdigesterNitrogen is an essential nutrient for anaerobic organisms. Ammonia load in thedigester is generally from chemical adjustment and from substrates hydrolysis.Chemicals such as ammonium chloride, aqueous ammonia and urea may be used tosupport the system as nutriontial adjustment in low nitrogen digestions (Mah, 1978).In some cases, addition of anhydrous ammonia is introduced to adjust alkalinity viaproduction of ammonium bicarbonate from ammonia and carbon dioxide. Usinganhydrous ammonia also helps dissolving scum layers in digester (Gerardi, 2003).Adequate nitrogen content in substrate is recommended not only regarding nutrientneed but also for the stability of digestion system. Abundant ammonium nitrogenmaintains system alkalinity. Digester stability is thus enhanced by a high alkalinityconcentration. Substrates like livestock wastes usually contain substantial amount oftotal nitrogen (Angelidaki and Ahring, 1993; Kayhanian, 1999).Ammonia is one of the intermediate substances derived from hydrolysis and formedduring the degradation of nitrogenous organic materials such as proteins and urea.Nitrogen, like all nutrients are only available to bacteria in soluble form asammonical-nitrogen (NH4+-N). Nitrogen will be reduced to ammonium ions (NH4+)after hydrolysis stage. Small part of the bacteria species can obtain nitrogen in otherways. Some bacteria are able to fix molecular nitrogen (N2), and others consume theamino acid. In digestion, large amount of amino groups (-NH2), ammonium ion (NH4+)and free ammonia (NH3) are produced in aqueous solution from degradation of aminoacids and proteins, which could partly be converted into ammonium bicarbonate(NH4HCO3) when dissolved in water along with the presence of carbon dioxide.Ammonium bicarbonate is a good alkaline buffer that helps stabilize the system,preventing the system from being acidified due to hydrolysis or acid accumulation.Although the mechanism of inhibition remains uncertain, many update studies tend toagree that it is free ammonia rather than nitrogen that is inhibitory to methanogenicbacteria (Velsen et al., 1979; Angelidaki and Ahring, 1993; Holubar et al., 2006; Chenet al., 2008). Reduced nitrogen in digester mainly exists as ammonium ion (NH4+) inaqueous phase and free ammonia (NH3) in both aqueous and gas phase. Researchershas proposed equilibriums among ammonium ion, free ammonia in solution, gaseousammonia, hydrogen ion (H+) and hydroxyl ion (OH-) (Sung et al., 2003). Therefore,ammonium concentration is a factor dependent of temperature as well as pH. Properamount of ammonium-nitrogen (50 mg/L) is considered beneficial while freeammonia should be avoided if possible (Gerardi, 2003). The equilibrium equationgiven by Khanal (2008) is:

NH4+=NH3+H+

Free ammonia percentage distribution of pH is:

%NH3=100/1+([H+]/Ka)

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At neutral pH, free NH3-N represents about 0.5% of the total ammonia nitrogen(NH3-N+NH4+-N) (Khanal 2008).In nitrogen-rich substrates such as animal or municipal wastes, food industry wastesand agricultural residues are commonly encounter the problem of containingexcessive ammonium nitrogen, which has vast presence of urea, protein and organicnitrogen that is readily released during digestion affacting the digest efficiency(Hansen et al., 1997; Angelidaki and Ahring, 1993; Santha and Sung, 2001). McCarty(1964) reported that at ammonium nitrogen exceeding 3000 mg NH4+-N/l, theammonium ion itself became toxic independent of pH. An ammonium level exceeding4000 mg NH4+-N/l is reported inhibitory during anaerobic digestion of cattle manure(Angelidaki and Ahring, 1994).

1.1.1.1.7.17.17.17.1 .2.2.2.2 InhibitionInhibitionInhibitionInhibition mechanismmechanismmechanismmechanismAlthough the microbiological mechanism has not yet been clearly defined, researchersbelieved it is free ammonia that disables methanogenic bacteria and result in digesterfailure in thermophilic assays (Velsen et al., 1979; Angelidaki and Ahring, 1993;Holubar et al., 2006; Chen et al., 2008). This conclusion is drawn on three major facts.Those are discoveries from Kroeker et al. (1979) and de Baere (1984) showing thatfree ammonia is freely membrane-permeable suggesting it to be the main cause ofinhibition. The explaination was widely accepted and was further manifested bySprott et al. (1986) and Gallert et al. (1998). The explanation is that the hydrophobicammonia molecule may diffuse passively into the cell, causing proton imbalance,and/or potassium deficiency. Secondly, the supposed ammonia amount in differenttemperature and pH conditions derived from the equilibrium corresponds with thosefrom a large number of practical observations. Thirdly, Angelidaki and Ahring (1993)has observed accumulation of volatile fatty acids while methane production goesdown in high NH4+ concentration.According to the experiment results, several possible mechanisms for ammoniainhibition have been proposed, including a change in the intracellular pH, increase ofmaintenance energy requirement, inhibition of a specific enzyme reaction (Whittmannet al., 1995) and multi-nutrient loss of methanogenic microorganisms (Chen et al.,2008). Yet there is still no strong evidence for drawing a conclusive and distinctconclusion on the mechanism.

1.1.1.1.7.17.17.17.1 .3.3.3.3 pHpHpHpH impactimpactimpactimpactIt should be noted that both methanogenic and acidogenic microorganisms have theiroptimal pH. Failing to maintain pH within an appropriate range could cause reactorfailure even though ammonia is at a safe level (Kroeker et al., 1979). Earlierresearches showed the control of pH within the growth optimum of microorganisms isable to reduce ammonia toxicity (Bhattacharya and Parkin, 1989). Ammoniainhibition can easily impact the digestion at higher pH. Reducing pH from 7.5 to 7.0during thermophilic anaerobic digestion of cattle slurry also increased the methaneproduction by four times (Zeeman et al., 1985). Ammonium nitrogen concentration at1500-3000 mg/l is inhibitory at alkaline culture (Khanal, 2008; Gerardi, 2003) before

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it become inhibitory in all pH condition when concentration exceeds 3000 mg N/l(McCarty, 1964). In thermophilic digestion, ammonia inhibition occurs along withvolatile fatty acids accumulation which again leads to a decrease in pH but noproduction recovery, making the correlation of pH and inhibition irregular. Systemstability is introduced to interpret this fact. Some studies proposed an "inhibitedsteady state" leading by the interaction between free ammonia, volatile fatty acids andpH, a condition where the process is running stably but with a lower methane yield(Angelidaki and Ahring, 1993; Angelidaki et al., 1993).

1.1.1.1.7.17.17.17.1 .4.4.4.4 TemperatureTemperatureTemperatureTemperature impactimpactimpactimpactWith the rising temperature, the inhibition effect of ammonia digestion becomessignificant (Braun et al., 1981), although it has a positive effect on the metabolic rateof the microorganisms. This fact owns to both unstability at higher temperature(Angelidaki and Ahring, 1993) and less resistance of thermophilic flora (Chen et al.,2008). Researches in ammonia inhibition is mainly focused on thermophilictemperature because of the strong sensitivity. Thermophilic digestion at 50°C of cowmanure with total ammonium nitrogen above 3 g NH4+-N/l was found to be verydifficult without adaption (Hashimoto, 1983).Operations in mesophilic range is evidently less susceptible to ammonia inhibitionthan that one in thermophilic range (Poggi-Varaldo et al., 1997). Temperaturereduction from 55 to 46°C could results in an increased biogas yield inhigher-ammonium-nitrogen-loaded digestion (Angelidaki and Ahring, 1994). It iswidely accepted that the fraction of unionized ammonia increases with temperature,thus resulting the increasing inhibition effect (Gallert and Winter, 1997; Angelidakiand Ahring, 1994).Thermophilic digestion with high ammonium nitrogen load is frequently resulting insingle methanogenic failure. Gallert and Winter (1997) reported that free ammonia of560–568 mg N/l caused a 50% inhibition of methanogenesis at pH of 7.6 underthermophilic condition. There was also a report proposing that methanogenicpopulation lost 56,5% of its activity while acidogenic populations were hardlyaffected when total ammonium concentration were increased from 4051 to 5734 mgNH4+-N/l, suggesting that methanogenic bacteria are the least tolerant group toammonia inhibition (Koster and Lettinga, 1988; Kayhanian, 1994).

1.1.1.1.7.17.17.17.1 .5.5.5.5AcclimationAcclimationAcclimationAcclimationThe bacteria may acclimate under ammonia exposure by two means. They may repairdamaged enzyme systems in order to adjust to the ammonia or they may grow arelatively large population of bacteria that is capable of developing the enzymesystems necessary to degrade the toxic compounds. Methanogenic bacteria seem to bemostly adaptable to many inhibitors. It has been generally recognized thatmethanogenic bacteria can adapt to high ammonium concentration up to over 10 gNH4+-N/l (Khanal, 2008).Acclimation to high ammonia in inoculum is suggested an effective method when

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processing digestion of nitrogen-rich substrate. Many findings showed acclimationcan strengthen the tolerance to ammonia and increase methane yield. However, themethane yield was still lower than that in reactors with lower ammonia load. Withacclimation, acetoclastic bacteria tolerate free ammonia levels up to 700 mg NH3-N/l(Angelidaki and Ahring, 1994) while unacclimated digestion is inhibited at freeammonia levels as low as 100-150 mg NH3-N/l (De Baere et al. 1984). Ammoniumconcentrations (NH4+) as high as 7000-9000 mg NH4+-N/l have been treatedsuccessfully with an acclimated culture, without a toxic response (Grady et al. 1999).One of the most successful operation is from Koster and Lettinga (1988), reportingmethane could be produced up to 11 g NH4+-N/l after acclimation.

1.1.1.1.7.27.27.27.2 SulfideSulfideSulfideSulfide inhibitioninhibitioninhibitioninhibitionBacterial cells need soluble sulfur as a growth nutrient and satisfy this need by usingsoluble sulfide (HS–). However, excessive concentrations of sulfides or dissolvedhydrogen sulfide gas (H2S) is toxic (Koster et al., 1986; Gerardi, 2003). Toxicity ofsulfide may arise from the reduction of sulfates and the degradation of organiccompounds such as sulfur-containing amino acids and proteins during the anaerobictreatment of sulfate-rich substrates. High concentration of sulfate often occurs inindustrial wastewater sludge from the fermentation, edible oil, paper pulp, food andbeverage industries (Colleran et al., 1995).Hydrogen sulfide is one of the compounds most toxic to anaerobic digesters. Thistoxicity can lead to severe process disturbance or even complete process failure inextreme cases. Sulfate is relatively non-inhibitory to methanogenic bacteria. However,sulfate stimulates the growth of sulfate-reducing bacteria (SRB) which competes withmethanogenic bacteria for substrates (gaseous hydrogen and acetate). Moreover, H2Sreadily penetrates the cell membrane and denatures native proteins inside thecytoplasm that change the metabolic properties of bacteria (Siles et al., 2010).Sulfides are also involved in the precipitation of non-alkali metals in digesters, thusreducing their availability for methanogenic bacteria (Oude Elferink et al., 1994).

1.1.1.1.7.37.37.37.3 HHHHeavyeavyeavyeavy metalmetalmetalmetal inhibitioninhibitioninhibitioninhibitionSignificant concentration of heavy metal such as cobalt (Co), copper (Cu), iron (Fe),nickel (Ni), and zinc (Zn) are frequently found in municipal and industrial sewagesludge (Wong et al., 2003; Diels et al., 2003; Noeton et al., 2004). Many failures ofsludge digestion has been attributed to the heavy metal transfer from substrate(Kroeker et al., 1979; Jarrell et al., 1987; Lin, 1992). The non-degradable heavy metalmay readily accumulate to potentially toxic concentrations (Sterritt and Lester, 1980)although some of the heavy metals such as cobalt, molybdenum and nickel at traceconcentration can enhance enzymatic activity of methanogenic bacteria (Meunier etal., 2003).Only metals in soluble, free form are toxic to the microorganisms (Lawrence andMcCarty, 1965; Mosey and Hughes, 1975; Oleszkiewicz and Sharma, 1990). Mostheavy metals are combined. Therefore, they cannot be adsorbed or absorbed bybacteria, thus the toxicity cannot occur. Heavy metal ions with high solubility such as

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copper, nickel, and zinc are very toxic to methanogenic bacteria at relatively lowconcentrations.The toxicity of heavy metals can be explained as the disruption of enzyme functionand structure by binding of the metals with thiol and other groups on proteinmolecules or by replacing naturally occurring metals in enzyme prosthetic groups(Vallee and Ulner, 1972). Updated study states the toxicity of metal ions on biologicalsystems goes through multiple biochemical pathways simultaneously. Theexplainations are (1) substitutive ligand binding, (2) redox reactions with sulfurgroups, (3) fentontype reactions, (4) inhibition of membrane-transport processes, and(5) electron siphoning (Harrison et al. 2007).

1.1.1.1.7.47.47.47.4 LightLightLightLight metalmetalmetalmetal inhibitioninhibitioninhibitioninhibitionThe light metal including calcium (Ca), magnesium (Mg), potassium (K), and sodium(Na) are associated with alkaline compounds. These metals are present in the influentof anaerobic digesters, which may be transferred from industrial wastes and aquaticsubstrates. It may also be released by the breakdown of organic matter, or added aspH adjustment chemicals (Grady et al., 1999).Light metal cation will not begin to exhibit significant toxicity until severe highconcentrations. The high salt levels cause bacterial cells to dehydrate due to osmoticpressure (de Baere et al., 1984; Yerkes et al., 1997), and therefore suppressmicrobial growth and consequently affect specific growth rate. However, moderateconcentrations are stimulatory to microbial growth (Soto et al., 1993). Inhibition fromlight metals is reversible. Diluting the cation concentration can prevent cation toxicity(Gerardi, 2003).

1.1.1.1.7.57.57.57.5 FeedbackFeedbackFeedbackFeedback inhibitioninhibitioninhibitioninhibitionStage reactions often results in the accumulation of several intermediates such ashydrogen and volatile fatty acids which are toxic. Excess hydrogen production andaccumulation results in increased partial hydrogen pressure. This increased pressureinhibits acidogenic bacteria (Gerardi, 2003). Excess volatile fatty acid accumulationinhibits methanogenic bacteria caused by toxicity of propionate or decreased pH.

1.1.1.1.7.7.7.7.6666 MinorMinorMinorMinor inhibitoryinhibitoryinhibitoryinhibitory substancessubstancessubstancessubstancesThe presence of some other substances such as nitrate ions (NO3-), sulfate ions (SO4-),benzene ring and phenolic compounds, chlorinated hydrocarbons, cyanide (-CN) havealso been proved inhibitory to microorganisms in the digester. But they are unlikely tooccur in substantial concentration in practise if not applying exotic substrate indigestion.

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1.81.81.81.8 ObjectiveObjectiveObjectiveObjective ofofofof studystudystudystudy

Due to the difference in anaerobic inoculum, waste composition, and experimentalmethods and conditions, the literature results of ammonia inhibition vary widely.Studies in the field of anaerobic digestion unfortunately has an unwarrantedreputation as being unstable and difficult-to-control process. Lack of adequateknowledge of anaerobic digester microbiology and robust operational datasignificantly hampers the digestion model being fully explained.The aim of this paper is to collect operational data of the effect of ammonia inhibitionin anaerobic digestion process to present a comparative summary of previous andcurrent research on ammonia inhibition focusing on: (1) factors affecting inhibition,(2) the ammonia inhibiting levels, (3) mechanisms of inhibition.Ammonia inhibition in thermophilic digestion has been widely studied, while thereare very few data on ammonia inhibition in mesophilic digestion. This study alsoincludes an experiment in mesophilic condition, aiming to define the collapseconcentration of ammonia inhibition, and trying to look into the mechanism from adifferent angle.

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2.2.2.2. MaterialsMaterialsMaterialsMaterials andandandandMethodsMethodsMethodsMethods

2.12.12.12.1 ReactorReactorReactorReactor

The experiments were performed in single unit reactors of sealed 1000 ml bottles,which were placed in a temperature controlled room at 37°C. The reactors wereconnected with U-shaped tubes on top of the bottle cap. Each U- shaped tubecontained a 20 cm water column isolating the reacting chamber. It is also equippedwith a gas collector on the other side to detect the gas emitted against the air pressurethroughout the water column.

2.22.22.22.2 MaterialsMaterialsMaterialsMaterials

2.2.12.2.12.2.12.2.1 SubstrateSubstrateSubstrateSubstrateSwine manure is derived from a farm nearby Halmstad with its fundamentalproperties offered. Detail properties are showed in Table.2

2.2.22.2.22.2.22.2.2 InoculumInoculumInoculumInoculumThe reactors were inoculated with inoculum from a full scale farm based mesophiliccontinuous stirred tank reactor digesting cattle manure, fruit waste and ley. Detailproperties are showed in Table.2

Table.Table.Table.Table. 2222 FundamentalFundamentalFundamentalFundamental propertiespropertiespropertiesproperties ofofofof substratesubstratesubstratesubstrate andandandand inoculum.inoculum.inoculum.inoculum.

2.2.32.2.32.2.32.2.3AmmoniumAmmoniumAmmoniumAmmonium chloridechloridechloridechlorideThe ammonium chloride used is chemical pure powder produced by J.T. Boker LTDHolland.

2.2.42.2.42.2.42.2.4 MeasurementMeasurementMeasurementMeasurement ofofofof ammoniumammoniumammoniumammonium concentrationconcentrationconcentrationconcentration inininin swineswineswineswine manuremanuremanuremanure2.5 g of swine manure sample was taken and dissolved into 50ml of 1M KCl. Thesample flask was then put on a shaking table for 2 hours to guarantee a completedissolving. Subsequently, the solution was filtered and then diluted with distilledwater at the ratio of 1:1. The ammonium concentration in diluted solution wasdetected by Hach lange DR2800.

2.32.32.32.3 ExperimentExperimentExperimentExperiment designdesigndesigndesign

The experimental series consists of 9 bottles seperated in 2 series. The reference bottlewas filled in 100 ml of swine manure, 200 ml of inoculum and 500 ml of water,making its total ammonium nitrogen (TAN) 5.2 g NH4+-N/l.

TAN(mg NH4+-N/ml)

TKN(g-N/litre)

TS(%)VS

(% of TS)C/N ratio

Swinemanure

32.4 3.5 5.8 81 11.7

Inoculum 4.5 - 3.2 73 9.8

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The rest of the reacting bottles were also filled with same materials but with extraNH4Cl powder addition in certain amounts. In the first series, bottles of totalammonium nitrogen (TAN) 7.2 g NH4+-N/l, 9.2 g NH4+-N/l, 11.2 g NH4+-N/l, 13.2 gNH4+-N/l, 15.2 g NH4+-N/l, were prepared and performed along with the reference.After the first series was completed, the second series with bottles of total ammoniumnitrogen (TAN) 6.2 g NH4+-N/l, 8.2 g NH4+-N/l, 10.2 g NH4+-N/l, was prepared andperformed.Addition of NH4Cl is to adjust the NH4+ concentration in reactor. The functionalgroup of additive could be considered as NH4+ only, as Cl- is reportedly non-inhibitoryto anaerobic digestion. (Lay et al., 1998).Bottles are settle in the thermostat at 37°C consistently for 23 days reaction.Experiment duplicates bottles of 5.2 g NH4+-N/l, 9.2 g NH4+-N/l, 15.2 g NH4+-N/lwere kept in the same condition parallel to reacting bottles. This enabled the detectionof pH variation during the digestion simultaneously. Gas content and pH isperiodically detected by GC (VARIAN CP-3800) and pH meter respectively.

Table.3Table.3Table.3Table.3 ((((a)a)a)a) CompositionCompositionCompositionComposition ofofofof experimentexperimentexperimentexperiment bottlesbottlesbottlesbottles inininin firstfirstfirstfirst series.series.series.series.

Table.3Table.3Table.3Table.3 ((((b)b)b)b) CompositionCompositionCompositionComposition ofofofof experimentexperimentexperimentexperiment bottlesbottlesbottlesbottles inininin secondsecondsecondsecond series.series.series.series.

Bottle 2 4 6Water (ml) 500 500 500Inoculum (ml) 200 200 200Pig manuare (ml) 100 100 100NH4Cl addition (g) 3.057 9.171 15.285Estimated ammoniumconcentration(g NH4+-N/l)

6.2 8.2 10.2

2.42.42.42.4 CalculationCalculationCalculationCalculation ofofofof methanemethanemethanemethane productionproductionproductionproduction

The methane production is

CH4 g/VS=Vtotal gas production*(Methane content)/Msubstrate*TS*VS

Msubstrate is the amount of swine manure added in the bottle.

Bottle Ref 1 2 3 4 5Water (ml) 500 500 500 500 500 500Inoculum (ml) 200 200 200 200 200 200Pig manuare (ml) 100 100 100 100 100 100NH4Cl addition (g) 0.000 6.113 12.226 18.339 24.453 30.565Estimated ammoniumconcentration(g NH4+-N/l)

5.2 7.2 9.2 11.2 13.2 15.2

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3.3.3.3. RRRResultsesultsesultsesultsFrom the presented graph of gas production (Fig.2), it can be seen that gas productionincreased sharply during the first days of digestion and then decreased graduallyafterwards. Gas production of the reference bottle with 5.2 g NH4+-N/l peaked at theday 11 when 270 ml gas was produced while the bottle with NH4Cl addition resultingin 11.2 g NH4+-N/l peaked at day 16 when 92 ml gas was produced. Gas production inthe bottle with 13.2 g NH4+-N/l started to produce gas very late in day 13. It could beseen that the gas production was delayed in time and also decreased in amount withthe NH4 concentration increase.

Daily gas production

0

100

200

300

1 4 7 10 13 16 19 22

days

(ml)

ref. 5.2 g NH4+-N/L

7.2 g NH4+-N/L

9.2 g NH4+-N/L

11.2 g NH4+-N/L

13.2 g NH4+-N/L

15.2 g NH4+-N/L

Fig.2Fig.2Fig.2Fig.2 GasGasGasGas productionproductionproductionproduction curvecurvecurvecurve inininin eacheacheacheach daydaydayday inininin differentdifferentdifferentdifferent ammoniumammoniumammoniumammonium concentrations.concentrations.concentrations.concentrations.

Cumulative gas production

0

500

1,000

1,500

2,000

2,500

3,000

1 3 5 7 9 11 13 15 17 19 21 23

days

(ml)

ref. 5.2 g NH4+-N/l

7.2 g NH4+-N/l

9.2 g NH4+-N/l

11.2 g NH4+-N/l

13.2 g NH4+-N/l

15.2 g NH4+-N/l

Fig.3Fig.3Fig.3Fig.3 CumulativeCumulativeCumulativeCumulative gasgasgasgas productionproductionproductionproduction curvecurvecurvecurve inininin eacheacheacheach daydaydayday inininin differentdifferentdifferentdifferent ammoniumammoniumammoniumammonium concentrations.concentrations.concentrations.concentrations.

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In Fig.3, the cumulative gas production is shown to increase with time but at aslower rate when NH4Cl addition increased. The reference bottle of 5.2 g NH4+-N/lhad 2475 ml of gas production while the bottle of 7.2 g NH4+-N/l had only 1584 ml ofgas production. On the other hand, the bottles of 13.2 g NH4+-N/l and 15.2 g NH4+-N/ldid not show significant gas production.

Methane production

299.0

200.0 208.0

76.0

4.0 0.40.0

100.0

200.0

300.0

400.0

ref. 5.2 7.2 9.2 11.2 13.2 15.2

Ammonium concentration (g NH4+-N/l)

(ml/g VS)

Fig.4Fig.4Fig.4Fig.4 ((((aaaa)Methane)Methane)Methane)Methane productionproductionproductionproduction inininin differentdifferentdifferentdifferent ammoniumammoniumammoniumammonium concentrationsconcentrationsconcentrationsconcentrations inininin thethethethe firstfirstfirstfirst series.series.series.series.

Methane production

343.0

256.0

185.0

0.0

100.0

200.0

300.0

400.0

6.2 8.2 10.2

Ammonium concentration (g NH4+-N/l)

(ml/g VS)

Fig.4Fig.4Fig.4Fig.4 ((((bbbb)Methane)Methane)Methane)Methane productionproductionproductionproduction inininin differentdifferentdifferentdifferent ammoniumammoniumammoniumammonium concentrationsconcentrationsconcentrationsconcentrations inininin thethethethe secondsecondsecondsecond series.series.series.series.Bottles with 6.2 g NH4+-N/l, 8.2 g NH4+-N/l and 10.2 g NH4+-N/l are from the secondseries (Fig.4b) of the experiment. The methane production performed generally betterin this experiment compared to the first series (Fig.4a). However, the overalldecreasing trend of methane yield against ammonium increase is still evident.Methane production exceeded 300 ml/g VS at lower ammonium concentrations and200 ml/g VS at medium ammonium concentration respectively. According to Fig.4, adrop-off edge of methane yield could be set to 11.2 g NH4+-N/l, as that of 13.2 gNH4+-N/l showed a complete failure in methane production.

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Methane content

0.0

20.0

40.0

60.0

80.0

1 3 5 7 9 11 13 15 17 19 21 23

days

%

ref. 5.2 g NH4+-N/l

7.2 g NH4+-N/l

9.2 g NH4+-N/l

11.2 g NH4+-N/l

13.2 g NH4+-N/l

15.2 g NH4+-N/l

Fig.5Fig.5Fig.5Fig.5 MethaneMethaneMethaneMethane contentcontentcontentcontent changechangechangechange throughthroughthroughthrough outoutoutout thethethethe digestion.digestion.digestion.digestion.When the ammonium concentration was 5.2 g NH4+-N/l, it is clear that methanecontent in percent of total gas yield showed an increasing curve trend, peaking at thedays in between 15-20 days, which is recognized as the methanogenic period (Fig.5).Methanogensis also was delayed when the ammonium concentration increased,showing the same behaviour as total gas production. Decreasing methanogenesis wasobserved in the end of the experiment at lower ammonium concentration. Comparedwith Fig.2, it seems that methane content has a similar trend with daily gas productionincreasing, but peaking at 6-8 days later after gas production rate reached themaximum. Furthermore, it seems that methane content shown in Fig.5 could reach themethane percentage of 70% independent of the increasing ammonium additions up to9.2 g NH4+-N/l.

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pH changes in digestion

6.50

7.00

7.50

8.00

8.50

1 3 5 7 9 11 13 15 17 19 21 23

days

pH

ref. 5.2 g NH4+-N/L

10.2 g NH4+-N/L

15.2g NH4+-N/L

Fig.Fig.Fig.Fig.6666 pHpHpHpH changechangechangechange duringduringduringduring anaerobicanaerobicanaerobicanaerobic digestiondigestiondigestiondigestion underunderunderunder differentdifferentdifferentdifferent ammoniumammoniumammoniumammonium concentrations.concentrations.concentrations.concentrations.pH showed a sharp drop during the first days due to acidification during thehydrolytic period and a recovery to different extent afterwards (Fig.6). Surprisingly, asharp drop of pH also occurred in the bottle of 15.2 g NH4+-N/l where there wasneither gas production nor methane production. This could be attributed to a possiblehydrolysis operation also under high NH4+ exposure.

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4.4.4.4. DDDDiscussioniscussioniscussioniscussion

4.14.14.14.1 ScumScumScumScum andandandand foamfoamfoamfoam

It has been reported that using anhydrous ammonia helps dissolving scum layers inthe digester (Gerardi, 2003). In this experiment, it has been observed that addition ofless than 1.0 g/l NH4Cl could effectively remove the scum layer above the liquidphase. Foam-forming is due to the growth of filamentuous microorganisms withoccurrence of a small quantity of oxygen (Deublein and Steinhauser, 2008). Theprinciple of foam solving by ammonia addition has not yet been well explained. Itcould be assumed as a competitive inhibition of denitrifying filamentuous bacterias bystimulated nitrifying bacteria's growth profit from ammonium salts (Deublein andSteinhauser, 2008).Since that NH4Cl could dissolve the foam soon after addition even in small amount,lasting through the entire digestion, gas production trapped in the foam layer could beliberated. This phenomenon could be further studied and applied in low nitrogendigestion where feasible if NH4Cl can reduce scum and foam layer efficiently in slightamount practically.

(a)(a)(a)(a) ((((b)b)b)b)

Fig.Fig.Fig.Fig.6666 (a)Reacting(a)Reacting(a)Reacting(a)Reacting bottlebottlebottlebottle ofofofof nononono NHNHNHNH4444ClClClCl additionadditionadditionaddition afterafterafterafter 10101010 daysdaysdaysdays ofofofof digestion;digestion;digestion;digestion;((((b)b)b)b)reactingreactingreactingreacting bottlebottlebottlebottle ofofofof 0.0.0.0. 8g8g8g8g NHNHNHNH4444ClClClCl additionadditionadditionaddition afterafterafterafter 10101010 daysdaysdaysdays ofofofof digestion.digestion.digestion.digestion.

4.24.24.24.2 DigestionDigestionDigestionDigestion performanceperformanceperformanceperformance

It has been reported that the anaerobic treatment of swine manure is oftenunsuccessful due to high ammonia levels (Farina et al., 1988). In this experiment,diluted manure produced biogas successfully with the highest cumulative methanecontent of 70% and 343 ml/g VS of methane yield. This is in line with previousstudies (Kayhanian, 1999; Callaghan et al., 1999), showing dilution is a validcounteracting method for nitrogen-rich digestion.Methane yield started to drop dramatically at the point of 10.2 g NH4+-N/l and showedalmost no yield when NH4Cl concentration was raised to 13.2 g NH4+-N/l high. This

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corresponds with Parkin and Miller's reserach in 1982 (healthy digestion under 9.0 gNH4+-N/l of TAN) conducted in the same condition after acclimated. Both themethane content and methane yield from this experiment is higher than some otherexperiment results conducted in larger scale (Borja, 1996) at same amount ofammonium load. This was probably because of the small scale of the experiment andsufficient dilution. As for the stability of digestion experiment, addition of ammoniumnitrogen maintained pH and stabilized the system throughout the process. pH was inbetween 7.02 and 7.96 in all assays. Many studies has showed that pH in digestions ofnitrogen-rich content could be maintained in the range 7.2-7.7 without any ofbuffering agent addition due to the high self-supplied alkalinity (Guerrero, 1999).Therefore, in this case, extra addition of ammonium agent for adjustment of alkalinityis not necessary since pH fluctuation detected in the experiments resembles each otherand no sharp difference exists across the ammonia increase.

4.34.34.34.3 InhibitionInhibitionInhibitionInhibition mechanismmechanismmechanismmechanism

4.3.14.3.14.3.14.3.1 HydrolyticHydrolyticHydrolyticHydrolytic bacteriabacteriabacteriabacteriaAbout a 0.4 drop of pH has been obseved in all bottles indicating acidification withinthe first 8 days of digestion. Notably the sharp pH drop did not diminish and yet didnot show obvious recovery in the high exposure of 15.2g NH4+-N/l NH4Cl eventhough the gas production in the reactor had stopped. This indicates that acidaccumulation exists in substantial alkaline NH4Cl presence, which strongly supportsthe idea that the hydrolyic bacteria are not sensitive to NH4Cl exposure tolerating highNH4+ concentration where both acidogenesis and methanogensis shows no activity.As for the mechanism of this inhibition, Angelidaki et al. (1993) proposed thatvolatile fatty acid inhibits hydrolysis as a feedback inhibition effect of highammonium load. But later it was found unfit in the hydrolysis model (Vavilin et al.1996). Romsaiyud et al. (2009) suggested that enzymatic hydrolysis mainly dependson pH and acetate accumulation. In the experiment, excess presence of ammonia doesnot affect hydrolytic dynamics completely, especially in the bottle of 15.2g NH4+-N/lwhere pH is stable and acetogenesis was failed. The hydrolysis is a very complexsystem with multiple factors generated during the processes, rendering it having nostrong preference to inhibitors (Gan et al., 2003). Presumably enzymatic hydrolysis isnot impacted from ammonia since its extensive complexity and microorganismdiversity.

4.3.24.3.24.3.24.3.2AcidogenicAcidogenicAcidogenicAcidogenic bacteriabacteriabacteriabacteriaIn the bottle of 15.2g NH4+-N/l NH4+, pH dropped with no gas production, indicatingthe failure in acidogenesis.Ammonia impact on acidogenic bacteria remains unclear, it has not yet been shownthat anaerobic digestion can completely adapt to high free ammonia concentrations. Itcan be seen from the result that the gas production is delayed and reduced with theammonium addition increases. There is only 690 ml of gas produced in bottle of 11.2g NH4+-N/l while methane content is still as high as 51,9%, which rules out the

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possibility of single methanogenic failure, indicating that acidogenesis was decreasedin relation to rising ammonium concentration.Contrary to many thermophilic studies, acidogenesis inhibition from ammoniumaddition was observed in this experiment. There has been reported that inthermophilic acidogenic culture, acidogenic bacteria could be adapted to almost 10times more efficienct in 140 hours while the bacteria does not show evident increasein mesophilic temperature (Shin et al., 2004). Other researchers have also observedthat the production of volatile fatty acids was hardly affected by high ammoniaconcentrations based on series of thermophilic assays (Angelidaki and Ahring, 1993;Sung et al., 2003). Therefore, the conception that ammonia inhibits solelymethanogenesis in thermophilic temperature has been widely accepted. However, inthermophilic condition, acidogenic inhibition may still exist in a microscale but mightbe difficult to detect due to massive volatile fatty acid accumulation and backgroundnoise. In mesophilic temperature where acidogenesis is not sufficient, inhibition onthe acidogenic stage could result in the methanogenesis being delayed. When lookingat Fig.3 and Fig.5, it seems that acidogenic activity affects methanogenic activity indirect proportion, which sets up the idea that methanogenesis is dependent onacidogenesis to a great extent in mesophilic digestion. It could be suggested thatammonia inhibition in thermophilic and in mesophilic condition may show differencein principle. However, whether the collapse range from 11.2 g NH4+-N/l to 13.2gNH4+-N/l belongs to acidogenic failure remains to be studied.

4.3.34.3.34.3.34.3.3 MethanogenicMethanogenicMethanogenicMethanogenic bacteriabacteriabacteriabacteriaAccording to the experiment, all the digestion stages showed production whenexposed to NH4+. Both acetogenic and methanogenic microorganisms have a longperiod of regeneration, 84 hours and 12 days respectively. It seems impossible toproduce the same high content of methane after 23 days exposure if NH4 additioncauses any population loss. Therefore, the NH4+ inhibition was not assumed to betoxic enough to cause mortality. Previous studies have shown that ammonia inhibitionis generally reversible 24 hours after high ammonia concentration is removed(Deublein and Steinhauser, 2008), which further indicates ammonium-nitrogen is notfatal to either acetogenic or methanogenic flora.It has been reported that ammonia inhibition is mostly inhibitory to methanogenicbacteria compared to acidogenic and acetogenic bacteria in thermophilic temperature(Koster and Lettinga, 1988; Kayhanian, 1994; Gallert and Winter, 1997). However, inthis experiment methane showed a reduced production and a delay along withacidogenesis. But the production ended up in high methane content in concentrationlower than 11.2 g NH4+-N/l, indicating a good performance of methanogenic bacteriaat high ammonia levels contrary to findings in thermophilic temperature.It can be seen in Fig.5 that there is a delay on methanogensis upon delayed gasproduction, indicating that cumulative methane production decrease is an inhibitioneffect from all the stages of the digestion process. This is in line with two previousinterpretations. One is that the susceptibility of methanogens to toxic compounds ismuch greater than that of bacteria (Calli et al., 2005). The other one is that acidogenic

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methane production decreases as enhancement result of former hydrolysis andacidogenesis inhibition (Guerrero et al., 1999). In Fig.5, methane content seems to beable to reach the same high percentage around 70% independent of ammoniumconcentration increase in the experiments. This indicates that certain methanogenicbacteria can produce propotional biogas from certain substrate and ammoniumaddition could slow down its growing rate.In the experiment, as ammonia was added at first place, methanogenic bacteria wassubjected to high ammonia concentration before the growth period in the last days ofdigestion. The exposure to high ammonia concentration throughout the digestioninduced its tolerance to ammonia and developed a faster growth rate inmethanogenesis, which can be a possible explanation for the final high methanecontents.Among many acclimation reports, one of the most successful acclimation assays isfrom Koster and Lettinga (1988), reporting methane could be produced up to 11 gNH4+-N/l high after acclimation. Besides, there is few tolerance cases exceeds the 11g NH4+-N/l limit both in mesophilic and thermophilic temperatures. The results showsthat the ammonia concentration of 11g NH4+-N/l is the tolerance limit ofmethanogenic bacteria in this experiment.

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5.5.5.5. ConclusionConclusionConclusionConclusionssss� NH4Cl seems to be an effective chemical agent for removing foam and scum in

digester.

� NH4Cl addition inhibits the digestion with an increasing effect until a collapse ofmethane production is observed between 11.2 g NH4+-N/l and 13.2 g NH4+-N/l.

� pH dropped in all the bottles observed indicating acidification exists in all thebottles.

� Both gas and methane production is delayed with the increasing NH4Cl addition.

� Methanogenesis could produce the same high percentage of methane althoughincreasing ammonium concentrations inhibited gas production.

� Contrary to findings in thermophilic digestion, ammonium inhibition inmesophilic temperature seems to affect the digestion in general rather thanmethanogenesis alone.

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