Operation of Bioelectrochemical System on the Effluent of a Two-stage Anaerobic Process for Additional Energy Recovery K. R. Fradler*, J. R. Kim*, G. Shipley**, J. Massanet-Nicolau**, R. M. Dinsdale**, A. J. Guwy*, G. C. Premier* Sustainable Environment Research Centre (SERC) * Faculty of Advanced Technology, and (E-mail: [email protected], [email protected], [email protected]) ** Faculty of Health Sport and Science, University of Glamorgan, Pontypridd, Mid-Glamorgan, CF37 1DL, United Kingdom (E-mail: [email protected], [email protected], [email protected], [email protected]) Abstract Anaerobic bioenergy production processes such as fermentative biohydrogen (BioH 2), anaerobic digestion (AD) and bioelectrochemical system are well known for converting municipal or various biomass feedstocks to useful energy carriers. However the performance of a microbial fuel cell (MFC) on the effluent of a two stage biogas process has not yet been investigated extensively in continuous reactor operation on complex substrates. In this study we have determined to what extent a microbial fuel cell (MFC) can further recover energy from a two-stage biohydrogen and biomethane system. The performance of a four module tubular MFC at five different organic loadings was determined in terms of power generation, COD removal efficiency, coulombic efficiency (CE) and energy conversion efficiency (ECE). A power density of 3.1 W m-3 was observed at the highest OLR (0.05 g sCOD L-1 d-1), which resulted in the highest CE (60%) and ECE (0.8%). Counter to the CE and ECE performance, the COD removal efficiency decreased at higher organic loadings (35.1 4.4%). Keywords Bioelectrical system; anaerobic digestion; bioelectricity; energy efficiency INTRODUCTION The environmental benefits of sustainable waste management with simultaneous energy recovery has been widely highlighted in the literatures, and drive a significant motivation for the development of effective bioenergy process. However, the prospect of polishing the effluents from wastewater treatment/anaerobic bioprocess, and maximizing energy recovery are essential from the point of view of water reuse and improved energy recovery and sustainability of the whole bioenergy processes. Anaerobic systems such as anaerobic digestion (AD) and biohydrogen (BioH2) will generally discharge effluents which are still burdened with high strength of organic contaminants which contains potential useful energy vectors, thus it requires secondary recovery and post-processing. The soluble compounds from these processes will mainly include volatile fatty acids, which are odorous and increase biological oxygen demand (BOD) on the subsurface environments. These biodegradable contaminants in the effluent also represent a potential source of energy with development of appropriate technologies (Guwy et al., 2011). The context (Guwy et al., 2011) and degree to which VFAs and other components in synthetic wastewater can be removed in multi-modular MFC system have been considered (Kim et al., 2010), (Kim et al. 2011). However, the performance and energy recovery of MFC systems using real effluent from a two stage AD and BioH2 system has not yet been investigated. Several studies have showed increased energy efficiency by using pre-fermented wastewater for bioelectricity generation in MFCs (Kannaiah Goud and Venkata Mohan, 2011). Microbial Fuel Cells were linked to a hydrogen fermenter on food processing wastewater (Oh and Logan, 2005) or vegetable waste (Mohanakrishna et al., 2010). Recently Sharma and Li combined an anaerobic BioH2 fermenter with a MFC and continuously fed synthetic glucose wastewater (Sharma and Li, 2010). To the authors knowledge the combination of a realistically scalable MFC reactor with a two stage biogas producing system has not been investigated yet. In this work the effluent of a fermentative BioH2 and AD was introduced into a BES (Bioelectrochemical system) for bioelectricity production. A tubular four-module MFC reactor was fed with the AD effluent at different OLRs. The effect of changing OLRs on the performance of a tubular four-module MFC was investigated to estimate power production, coulombic- and COD removal efficiency and energy conversion efficiency on the basis of the MFCs influent COD concentration and with respect to the degraded COD. METHODS Feedstock Wheatfeed obtained from a flour mill operating in Barry, South Wales (Premier Foods) was used as substrate. The pellets were partially hydrolyzed using alkali, before being fed into the fermenters. The pellets were soaked in water overnight in a refrigerator allowing them to dissociate, then diluted with water and sufficient NaOH to raise the pH to 12. The volatile solids (VS) content was 50 g L-1. This feed was then transferred to a feed storage tank before pumping to a 10 L working volume BioH2 fermenter as required. The storage tank was maintained at 2 – 8 oC to limit microbial growth. In the second stage a 25 L reactor working at 35 oC was used for methanogenesis. Microbial Fuel Cell (MFC) construction and operation A longitudinal tubular reactor with four MFC modules (each module of 0.25 L) as previously reported (Kim et al., 2010; Kim et al., 2011), was used. The carbon veil anodes (230 x 450 mm per module; PRF Carbon, UK) were wrapped around a perspex cylinder of diameter 1 cm. The membrane electrode assembly was made of a cation exchange membrane (CMI700, Membrane International Inc.; 122 x 192 mm) assembled with a carbon cloth (163 x 82 mm) cathode containing 0.5 mg cm-2 Pt. The modules were separated by ballast and orifice plates, to maintain separation. The reactor was inoculated with anaerobic digester sludge (1:10); 40 mM acetate in 50 mM phosphate buffer, vitamins and minerals under 1000 Ω resistance. After batch start-up, the reactor was inclined (30 °) and operated continuously at five different organic loading rates (OLRs). The effluent from the anaerobic digester was filtered through a stainless steel sieve to exclude particles larger than 0.21 mm, which clog the reactor and could not be degraded within four modules. The composition of the filtered effluent varied on a daily basis and contained on average 3.300 g COD L-1, 2.500 g sCOD L1 , 0.080 g L-1 acetic acid, 0.030 g L-1 butyric acid and exhibits a pH-value of 7.7, as well as a conductivity of 12.9 mS cm-1. Different OLRs (0.036; 0.053; 0.086; 0.337; 0.572 g sCOD L1 -1 d designated to OLR1 – 5, respectively) were maintained by dilution of the filtered AD effluent. The lower OLRs were chosen because previous studies showed lower coulombicand COD-removal efficiency at high organic loading rates above 1 g COD L-1 d-1 (Sharma and Li, 2010), (Nam et al., 2010). The MFC influent was kept refrigerated and introduced at the lower end of the tubular reactor at a rate of 0.5 mL min-1 through an external peristaltic pump (Watson and Marlow, Falmouth, UK). The constant flow rate lead to a hydraulic retention time (HRT) of 33.3 h for the whole reactor or 8.3 h for each module respectively. All reactors were independently connected in series to R = 1000 Ω resistors and operated at room temperature (20 ± 4°C). Analyses The voltage output across the load of every module was monitored by LabVIEW TM software (National Instruments) at 10 min intervals. After three HRTs samples were taken with a syringe from the influent and at the end of every module. The pH value (pH meter Mettler Toledo; Urdorf, Switzerland) and the conductivity (737 Conductivity meter; Mettler Toledo Inc., Urdorf, Switzerland) were determined before the liquid samples were acidified (HCl, 12 M) and preserved frozen. Before analysing the sCOD content with a standard method (Methode 5220, HACH COD system, HACH Co., Loveland, CO, USA) the defrosted samples were centrifuged at 12,000 rpm for 3 min. Volatile fatty acids (VFA) where assayed using a gas chromatograph (Perkin Elmer Clarus 500 GC). Power curves were calculated using a potentiostatic method with Solartron Instruments (Amatek - Solartron Analytical; 1287 Electrochemical Interface, Farnborough, UK). The measurement was carried out after three HRTs and the potential was changed after a stable value was observed (10 min). The coulombic efficiency (CE) and COD removal efficiency were calculated according to the previous report (Logan, 2008). The energy production per COD consumed (ECOD [Wh g sCOD-1]) was calculated at each OLR and was based on the voltage and COD consumption measured after three retention times (99.9h). 𝒕 𝑬𝑪𝑶𝑫 = ∑𝒏 𝒏=𝟏 ∫𝟎 𝑼 ∗ 𝑰 𝒅𝒕 ∆ 𝑪𝑶𝑫 ∗ 𝑽𝒓𝒆𝒂𝒄. (1) Where n is 4 for four module reactor tested in the report, U is the observed voltage [V] after three retention times, I is the current [A] integrated over the operation time of one retention time (8.3 h), V is the whole reactor volume (1 L) and ΔCOD is the difference between the influent and the effluent (4th module). The recovered energy from MFC modules (ER) is 𝒕 𝑬𝑹 = ∑𝒏 𝒏=𝟏 ∫𝟎 𝑼 ∗ 𝑰 𝒅𝒕 (2) 𝑽𝒓𝒆𝒂𝒄. ER. [J L-1] over the entire reactor lengths was calculated by using the voltage Umax and current Imax at the maximum power production, determined in the polarisation test. The energy conversion efficiency (ECE) was calculated on the basis of the total influent energy content (ECEtotal COD) and on the basis of the energy content of the consumed COD (ECEΔCOD). The published heat of combustion values for wastewater varies due to different composition and measurement methods in the range of 13.89 to 23.25 MJ kg COD-1 (Owen, 1982), (Heidrich et al., 2010), (Shizas, 2004). Therefore the energy conversion efficiencies (ECEtotal COD, ECEΔCOD) were estimated with two different values; a = 13.89 MJ kgCOD-1 (Owen, 1982) and a = 23.25 MJ kgCOD-1, which represents the average of two heat of combustion values for different wastewasters calculated from the COD (Heidrich et al., 2010). 𝑬𝑪𝑬𝒕𝒐𝒕𝒂𝒍 𝑪𝑶𝑫 = 𝑬𝑪𝑬∆𝑪𝑶𝑫 = 𝒕 𝑬𝑹 𝑬𝑰𝒏𝒇. 𝑬𝑹 𝑬∆𝑪𝑶𝑫 = ∑𝒏 𝒏=𝟏 ∫𝟎 𝑼 ∗ 𝑰 𝒅𝒕 𝒂 ∗ 𝑪𝑶𝑫𝑰𝒏𝒇 ∗ 𝟏𝟎𝟎 (3) 𝒕 = ∑𝒏 𝒏=𝟏 ∫𝟎 𝑼 ∗ 𝑰 𝒅𝒕 𝒂 ∗ ∆ 𝑪𝑶𝑫 ∗ 𝟏𝟎𝟎 (4) RESULTS AND DISCUSSION Voltage development at different organic loading rates Figure 1: Voltage generation from each module at different OLRs (0.036 - 0.572 g sCOD L1 -1 d ) Fig. 1 shows the response of voltage generation in each of the four modules to changes in the OLRs (0.036 – 0.572 g sCOD L-1 d-1) under a fixed resistance (R = 1000 Ω). The voltage sequentially increased within one retention time from module 1 to 4 in response to the increasing OLR. The average voltage output decreased as reactor lengths increased due to the lower organic concentration reaching these modules. The two lowest OLRs (0.036 and 0.053 g sCOD L-1 d-1) resulted in no significant changes in the voltage output, apart from module four. The fact that the voltage output in this module was zero during the operation of OLR1 indicates a lack of easily degradable substrate (e.g. VFAs) and/or mass transport limitations. It is likely that available substrates like acetate and butyrate were already depleted in the preceding modules. Even though the effluent from the 4th module was 32 mg L-1 sCOD at OLR1 this organic content might not have enough available organic compounds for bioelectricity generation under the tested operation conditions. This result indicates that the effluent of the preceding biogas process contains non-biodegradable organic compounds (e.g. cellulose and particulate COD from wheatfeed). The remaining organic material might get partially available within consecutive modules due to further degradation of more complex organic compounds or by increasing flow rate. The voltage generation in the 4th module during the OLR2 indicates, that an influent concentration over 74 mg L-1 COD allows available substrate to enter into the last module. Power production in the 4-module longitudinal tubular reactor Table 1: MFC parameters during the continuous operation pH [-] OLR [gsCOD L-1 d-1] conductivity [mS cm-1] Inf. Eff. Inf. Eff. max. vol. power density (MVPD) [W m-3] st nd 1 2 3rd 4th module module module module OLR1 0.036 7.48 7.46 0.44 0.44 0.018 0.010 0.015 OLR2 0.053 7.55 7.46 0.74 0.78 0.020 0.014 0.017 0.004 OLR3 0.081 7.84 7.58 1.45 1.57 0.175 0.136 0.053 0.031 OLR4 0.337 8.45 7.65 2.68 2.25 2.370 2.820 0.365 0.128 OLR5 0.572 7.87 7.45 3.98 3.66 3.316 3.383 3.388 2.307 Table 1 illustrates the volumetric power density obtained after three retention times. It can be clearly seen that the maximum volumetric power density (MVPD) correlates with increasing OLR and decreasing according to reactor lengths. The highest MVPD per module was reached with OLR5 (2.3 - 3.4 W m-3). Furthermore the power curves measured during feeding the undiluted AD-effluent (data not presented) demonstrate that the MVPD of every module can be further increased to 5.5 W m-3. A similar two module reactor reached a power of 1.35 mW in the 1st module when fed with a synthetic sucrose wastewater at 0.41 g sCOD L-1 d-1 (Kim et al., 2010). This results indicates, that the operation with AD effluent causes a moderate reduction in power, as an OLR of 0.57 g sCOD L-1 d-1 enabled the generation of 0.82 mW. Table 1 also shows that the power production in the final module increases disproportionally if the OLR is increased from 0.34 to 0.57g sCOD L-1d-1, due to the enhanced availability of utilizable substrate. In addition, the higher influent conductivity, which increases in proportion to the OLRs (0.44 to 3.98 mS cm-1), contributes to the enhancement of power output. This is also reflected in the internal resistance (data not presented), which contains both ohmic losses due to the conductivity as well as possible concentration losses caused by mass transfer limitations of utilizable substrate. It should be noted that if the effluent from the proceeding process is treated in an scaled up multi-modular MFC reactor without dilution, the conductivity will not undergo such significant variations, simulated in this study by changing the OLR via dilution. Therefore, a stack multi-modular system has the potential to achieve higher power densities than those reported here, because of lower ohmic resistance. Coulombic efficiency and COD removal efficiency of the bioelectrochemical system Fig 2 Coulombic efficiency and COD removal efficiency at each OLR Fig. 2 shows the CE and the COD removal efficiency in the longitudinal tubular MFC and their dependence on the organic influent loading. It can be seen, that the COD removal efficiency tends to decrease with the increase reactor OLR, whereas the CE shows an opposite trend with using biogas process effluent. At the lowest OLR (0.036 g sCOD L-1 d-1) the COD removal was reduced by 35.1% through the four module reactor system. Even though the volumetric COD removal is increasing in absolute terms, only 4.4% (37 mg sCOD) were removed at the highest OLR. The same reactor fed with synthetic sucrose wastewater at 0.08 - 0.8 g COD L-1d-1 reached COD removal efficiencies of 93 - 43% (Kim et al., 2011). The trend of lower removal efficiencies at higher organic loading was observed in several studies if fed with domestic wastewater (You, 2006), swine wastewater (Zhuang et al., 2012), or the effluent of an hydrogen biofermenter (Sharma and Li, 2010). These results indicate that a tubular reactor fed with AD effluent requires more modules for effluent polishing, than the same reactor fed with sucrose, especially at high COD influent concentrations. The CE was below 10% at the three lower OLRs and increased up to 42% and 60% at OLR4 and 5. Hence the CE is therefore higher than in the sucrose fed longitudinal tubular reactor when an effluent from an anaerobic digester using wheatfeed as feedstock is introduced into the same system; as the highest CE obtained from 0.24 g sCOD L-1 d-1 was 38-49% (Kim et al., 2010). An inverse correlation between CE and OLR was observed when a 100 mL glass bottle MFC was continuously fed with the effluent of an hydrogen producing biofermenter, where the CE decreased from 5.3 to 1.5% at organic loadings between 1.33 - 6.5 gCODL-1d-1 (Sharma and Li, 2010). Also a wastewater from hydrogen fermentation of coffee processing wastewater resulted in lower CE (0.98 - 0.3%) at higher OLRs of 1.92 - 4.8 gL-1d-1 (Nam et al., 2010). Other studies demonstrated the dependence of CE on the substrate availability for electrogenesis. Therefore the CE dropped from 65% with acetate as substrate to 14% with a more fermentable glucose substrate under continuous operation (Min and Logan, 2004). This result implies that the energy recovery by electrogenesis can be enhanced at higher concentration of electrogenically favourable substrates (e.g. VFAs) at higher organic loadings, thus further improvement of systems and material can increase treatment capacity and recovery from high strength of organic wastewater. The high conductivity and VFA content of the AD effluent is an especially noticeable advantage in terms of power production and CE compared to domestic and other types of wastewater. The effect of the OLR on the energy efficiency of a tubular MFC Table 2: Energy production and efficiency in MFC OLR ECOD ErR EInfl. ECEtotal COD ECEΔCOD [g sCOD L-1 d-1] [Wh gsCOD-1 consumed] [J L-1] [J L-1] [%] [%] OLR1 0.036 0.001 0.33 686 – 1147 0.03 – 0.05 0.08 – 0.14 OLR2 0.053 0.003 0.41 1028 – 1721 0.02 – 0.04 0.12 – 0.20 OLR3 0.081 0.004 2.96 1570 – 2627 0.11 – 0.19 0.43 – 0.73 OLR4 0.337 0.166 42.62 6994 – 11703 0.36 – 0.61 5.29 – 8.85 OLR5 0.572 0.276 92.95 11543 – 19313 0.48 – 0.81 10.90 – 18.24 Table 2 estimated the energy recovery in a tubular reactor, energy recovered per COD consumption (ECOD) and energy conversion efficiencies (ECE). As expected ECOD is increasing with the OLR, due to the direct dependence on the CE. It reaches the highest value of 0.276 Wh gsCOD-1 consumed at an organic loading rate of 0.572 g sCOD L-1 d-1. The energy produced or recovered (ER.) in the four module reactor (V = 1L) ranged from 0.33 J to 92.95 J, if every module operated at a max. power output for one entire HRT (8.3h). (Sharma and Li, 2010) achieved a higher energy recovery of 259 to 337 J L-1 at higher OLRs of 0.61 to 2.35 g COD L-1d-1. Whereby in contrast to our operation a synthetic glucose feed was used and the two stage process operated in a significant smaller scale as the volume of the biofermenter and MFC were 2 L and 0.1 L respectively. However a further increase in the organic loading resulted also in a lower energy recovery. The ECE was calculated with respect to the total energy content of the influent (ECEtotal COD) as well as in terms of energy content of the consumed COD (ECEΔCOD). The energy recovery based on the difference in COD [g L-1] between influent and effluent (ECEΔCOD), reached values between 0.08 - 0.14% at OLR1 and 10.9 - 18.24% at OLR5. This lower energy recovery is probably influenced by non-electrogenic side reactions expressed by the CE. (Schroeder, 2007) reported that only 54% of the total Gibbs Free Energy can be recovered from the oxidation of glucose, indicating a high degree of energy dissipation. In general all conversion processes involves dissipation of energy, and therefore also the conversion of the substrate into electricity, as one portion is used to carry out the metabolic reactions in the bacteria. (McCarty et al., 2011) reported that the losses caused by the microbes to carry out the conversion reaction are 7%. Further losses derive from the potential efficiency, so cause the difference between the max. possible thermodynamic potential and the real electricity producing potential, which is affected by activation, ohmic and mass transfer losses in bioelectrochemical systems (Lee et al., 2008). All this reasons as well as the chosen calculation base of the heat of combustion, which includes also the non-biodegradable fraction of the wheatfeed, significantly affect the ECE. More accurate values can be obtained if the wastewater energy content of different feed stocks is determined using bomb calorimetry. The total energy recovery (ECEtotal COD) lies between 0.03 - 0.05% and 0.48 -0.81%, and the results in the Table 2 indicate that this value can be increased at higher OLRs. As the energy conversion efficiency depends on the biodegradability of the substrate, the values reported in the Table 2 are lower than less complex synthetic wastewater. Previous investigations clearly result in a much higher ECE of acetate (43%) compared to glucose (3%) in batch mode (Lee et al., 2008) or 17% and 3% in continuous mode (Min and Logan, 2004). Higher ECE can be expected if the tubular reactor is extended by the addition of further modules, as the values reported here refer only to a four module unit. In such a multi-modular reactor more complex organic matter can be further degraded to a more utilizable substrate for electrochemically active bacteria. Additionally the conductivity in the tubular system will not significantly change as the organic content and therefore the ohmic losses will be significantly lower and can have a positive impact on the ECE. Further investigation such as the development of electrode materials, module combination, and electrical circuit control will improve energy recovery, and simultaneously achieve effluent discharge limits. CONCLUSION The energy recovery from wheatfeed through longitudinal tubular fuel cell reactor was investigated in a three stage anaerobic bioenergy recovery process. The influence of the OLRs (0.036 - 0.574 g sCOD L-1 d-1) on the performance of a continuously operated tubular four module MFC was investigated in terms of voltage development, maximum volumetric power density, COD removal and CE as well as energy conversion efficiency. The voltage development and power production in the MFC increased with the OLR and decreased within the four module reactor according to reactor length. The highest organic loading resulted in a power density of 3.1 W m-3, due to the higher concentration of utilizable substrate and influent conductivity. The COD removal efficiency lay between 35% at the lowest OLR and 4.4% at 0.572 gCODL-1d-1, where as the CE followed the opposite trend and increased from 4 to 60%. The energy efficiency of the MFC was calculated for four modules with respect to the COD consumption (ΔCOD). The highest efficiency (EΔCOD) was in the range of 10.9 18.24% (OLR5) and is expected to be higher than the energy recovery based on the whole influent energy content (11.5 - 19.3 kJ L-1), which resulted in 0.48 - 0.81% energy recovery. Acknowledgements This research was funded by the RCUK Energy Programme, SUPERGEN Biological Fuel Cell project (EP/D047943/1) and SUPERGEN (SHEC) project (grant numbers GR/526965/01 and EP/E040071/1). The Energy Programme is an RCUK cross council initiative led by EPSRC and contributed to by ESRC, NERC, BBSRC and STFC. REFERENCES Guwy, A. J., Dinsdale, R. M., Kim, J. R., Massanet-Nicolau, J. and Premier, G. (2011). Fermentative biohydrogen production systems integration. Bioresource Technology 102(18), 8534-8542. Heidrich, E. S., Curtis, T. P. and Dolfing, J. (2010). Determination of the Internal Chemical Energy of Wastewater. Environmental Science & Technology 45(2), 827-832. Kannaiah Goud, R. and Venkata Mohan, S. (2011). Pre-fermentation of waste as a strategy to enhance the performance of single chambered microbial fuel cell (MFC). International Journal of Hydrogen Energy 36(21), 13753-13762. Kim, J. R., Premier, G. C., Hawkes, F. R., Rodríguez, J., Dinsdale, R. M. and Guwy, A. J. (2010). Modular tubular microbial fuel cells for energy recovery during sucrose wastewater treatment at low organic loading rate. Bioresource Technology 101(4), 1190-1198. Kim, J. R., Rodriguez, J., Hawkes, F. R., Dinsdale, R. M., Guwy, A. J. and Premier, G. C. (2011). Increasing power recovery and organic removal efficiency using extended longitudinal tubular microbial fuel cell (MFC) reactors. Energy & Environmental Science 4(2), 459-465. Lee, H.-S., Parameswaran, P., Kato-Marcus, A., Torres, C. I. and Rittmann, B. E. (2008). Evaluation of energy-conversion efficiencies in microbial fuel cells (MFCs) utilizing fermentable and non-fermentable substrates. Water Research 42(6–7), 1501-1510. Logan, B. E. (2008). Microbial Fuel Cells. New Jersey, John Wiley & Sons. McCarty, P. L., Bae, J. and Kim, J. (2011). Domestic Wastewater Treatment as a Net Energy Producer–Can This be Achieved? Environmental Science & Technology 45(17), 7100-7106. Min, B. and Logan, B. E. (2004). Continuous Electricity Generation from Domestic Wastewater and Organic Substrates in a Flat Plate Microbial Fuel Cell. Environmental Science & Technology 38(21), 5809-5814. Mohanakrishna, G., Venkata Mohan, S. and Sarma, P. N. (2010). Utilizing acid-rich effluents of fermentative hydrogen production process as substrate for harnessing bioelectricity: An integrative approach. International Journal of Hydrogen Energy 35(8), 3440-3449. Nam, J.-Y., Kim, H.-W., Lim, K.-H. and Shin, H.-S. (2010). Effects of organic loading rates on the continuous electricity generation from fermented wastewater using a singlechamber microbial fuel cell. Bioresource Technology 101(1, Supplement), S33-S37. Oh, S. and Logan, B. E. (2005). Hydrogen and electricity production from a food processing wastewater using fermentation and microbial fuel cell technologies. Water Research 39(19), 4673-4682. Owen, W. F. (1982). Energy in Wastewater Treatment. Schroeder, U. (2007). Anodic electron transfer mechanisms in microbial fuel cells and their energy efficiency. Physical Chemistry Chemical Physics 9(21), 2619. Sharma, Y. and Li, B. (2010). Optimizing energy harvest in wastewater treatment by combining anaerobic hydrogen producing biofermentor (HPB) and microbial fuel cell (MFC). International Journal of Hydrogen Energy 35(8), 3789-3797. Shizas, L. B., D. M. (2004). Experimental determination of energy content of unknown organics in municipal wastewater streams. J.Energy Eng. 130(2), 45-53. You, S. J., Zhao, Q.L., Jiang, J.Q., Zahng, J.N. (2006). Treatment of domestic wastewater with simultaneous electricity generation in microbial fuel cell under continuous operation. Chem. Biochem. Eng. Q 20, 407-412 Zhuang, L., Zheng, Y., Zhou, S., Yuan, Y., Yuan, H. and Chen, Y. (2012). Scalable microbial fuel cell (MFC) stack for continuous real wastewater treatment. Bioresource Technology 106(0), 82-88.
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