+ All Categories
Home > Documents > Browne and Murphy 2013- BMP From Food Waste

Browne and Murphy 2013- BMP From Food Waste

Date post: 14-Feb-2016
Category:
Upload: suruagy
View: 42 times
Download: 2 times
Share this document with a friend
Description:
Article
Popular Tags:
8
Assessment of the resource associated with biomethane from food waste James D. Browne, Jerry D. Murphy Department of Civil and Environmental Engineering, University College Cork, Ireland Environmental Research Institute, University College Cork, Ireland highlights " The biomethane potential (BMP) assessment is dependent on the inoculum. " BMP results improve with active inoculum, which is acclimatised to the substrate. " BMP of food waste was found to be between 467 and 529 LCH 4 /kg volatile solids added. " The resource of food biomethane is assessed at 2.8% of energy in transport. " This assessment is predicated on source segregation of food waste. article info Article history: Received 9 August 2012 Received in revised form 5 November 2012 Accepted 7 November 2012 Available online 17 December 2012 Keywords: Municipal solid waste Food waste Biogas Biomethane potential assay abstract This paper assesses the resource of biomethane produced from food waste at a state level in the EU. The resource is dependent on the quantity of food waste available for anaerobic digestion and the specific methane yield from food waste. The specific method of undertaking biomethane potential (BMP) tests was shown to be crucial. BMP tests were carried out at different scales (5 L and 0.5 L) with different sources of inoculum, for both wet and dried substrate samples. The upper bound BMP results for source segregated canteen food waste gave specific methane yields of between 467 and 529 L CH 4 per kg volatile solids added. The higher results were associated with acclimatised inoculum and wet samples of food waste. The potential renewable resource of biomethane from food waste is shown to be equivalent to 2.8% of energy in transport in Ireland; this is significant as it surpasses the resource associated with elec- trifying 10% of the private car fleet in Ireland, which is currently the preferred option for renewable energy in transport in the country. However for this resource to be realised within the EU, source segre- gation of food waste must be effected. According to the Animal By-Products Regulations, digestate from source segregated food waste may be applied to agricultural land post anaerobic digestion. Digestate from food waste derived from a mixed waste source may not be applied to agricultural land. Thus biom- ethane from food waste is predicated on source segregation of food waste. Ó 2012 Elsevier Ltd. All rights reserved. 1. Introduction 1.1. Landfilling of biodegradable municipal waste Effective management and treatment of biodegradable waste is a topic of increasing importance for municipalities across the globe. The organic fraction of municipal solid waste (OFMSW) which is dominated by food waste is problematic as it is putresci- ble; it contaminates recyclable material in combined waste collec- tion systems and releases methane to the atmosphere when deposited in landfill sites. Methane has a global warming potential (GWP) over a 100 year time horizon of 23 times that of carbon dioxide [1] and is a significant contributor to climate change. The Landfill Directive 1999 [2] has set significant targets for reducing biodegradable waste going to landfill, while the Waste Framework Directive 2008 [3] has introduced more demanding waste recy- cling and energy recovery targets. Many EU countries have intro- duced landfill levies. Some countries including Germany have placed an outright ban on dumping untreated OFMSW. 1.2. Quantities of food waste generated This paper uses Ireland, an EU state with a population 4.6 mil- lion [4] to exemplify the bioresource analysis. Approximately three 0306-2619/$ - see front matter Ó 2012 Elsevier Ltd. All rights reserved. http://dx.doi.org/10.1016/j.apenergy.2012.11.017 Abbreviations: ABP, Animal By-Product Regulations; AD, anaerobic digestion; BMP, biomethane potential test; BMW, biodegradable municipal waste; CSTR, continuously stirred tank reactor; DS, dry solids; FW, food waste; FW-wt, food waste wet weight; MBT, mechanical biological treatment; MSW, municipal solid waste; OFMSW, organic fraction of municipal solid waste; SMP, specific methane production; RES-T, renewable energy supply-transport; SSFW, source segregated food waste; UCC, University College Cork; VS, volatile solids. Corresponding author at: Department of Civil and Environmental Engineering, University College Cork, Ireland. E-mail address: [email protected] (J.D. Murphy). Applied Energy 104 (2013) 170–177 Contents lists available at SciVerse ScienceDirect Applied Energy journal homepage: www.elsevier.com/locate/apenergy
Transcript
Page 1: Browne and Murphy 2013- BMP From Food Waste

Applied Energy 104 (2013) 170–177

Contents lists available at SciVerse ScienceDirect

Applied Energy

journal homepage: www.elsevier .com/ locate/apenergy

Assessment of the resource associated with biomethane from food waste

James D. Browne, Jerry D. Murphy ⇑Department of Civil and Environmental Engineering, University College Cork, IrelandEnvironmental Research Institute, University College Cork, Ireland

h i g h l i g h t s

" The biomethane potential (BMP) assessment is dependent on the inoculum." BMP results improve with active inoculum, which is acclimatised to the substrate." BMP of food waste was found to be between 467 and 529 LCH4/kg volatile solids added." The resource of food biomethane is assessed at 2.8% of energy in transport." This assessment is predicated on source segregation of food waste.

a r t i c l e i n f o

Article history:Received 9 August 2012Received in revised form 5 November 2012Accepted 7 November 2012Available online 17 December 2012

Keywords:Municipal solid wasteFood wasteBiogasBiomethane potential assay

0306-2619/$ - see front matter � 2012 Elsevier Ltd. Ahttp://dx.doi.org/10.1016/j.apenergy.2012.11.017

Abbreviations: ABP, Animal By-Product RegulatioBMP, biomethane potential test; BMW, biodegradacontinuously stirred tank reactor; DS, dry solids; FWwaste wet weight; MBT, mechanical biological treatwaste; OFMSW, organic fraction of municipal solid wproduction; RES-T, renewable energy supply-transpofood waste; UCC, University College Cork; VS, volatile⇑ Corresponding author at: Department of Civil and

University College Cork, Ireland.E-mail address: [email protected] (J.D. Murphy

a b s t r a c t

This paper assesses the resource of biomethane produced from food waste at a state level in the EU. Theresource is dependent on the quantity of food waste available for anaerobic digestion and the specificmethane yield from food waste. The specific method of undertaking biomethane potential (BMP) testswas shown to be crucial. BMP tests were carried out at different scales (5 L and 0.5 L) with differentsources of inoculum, for both wet and dried substrate samples. The upper bound BMP results for sourcesegregated canteen food waste gave specific methane yields of between 467 and 529 L CH4 per kg volatilesolids added. The higher results were associated with acclimatised inoculum and wet samples of foodwaste. The potential renewable resource of biomethane from food waste is shown to be equivalent to2.8% of energy in transport in Ireland; this is significant as it surpasses the resource associated with elec-trifying 10% of the private car fleet in Ireland, which is currently the preferred option for renewableenergy in transport in the country. However for this resource to be realised within the EU, source segre-gation of food waste must be effected. According to the Animal By-Products Regulations, digestate fromsource segregated food waste may be applied to agricultural land post anaerobic digestion. Digestatefrom food waste derived from a mixed waste source may not be applied to agricultural land. Thus biom-ethane from food waste is predicated on source segregation of food waste.

� 2012 Elsevier Ltd. All rights reserved.

1. Introduction which is dominated by food waste is problematic as it is putresci-

1.1. Landfilling of biodegradable municipal waste

Effective management and treatment of biodegradable waste isa topic of increasing importance for municipalities across theglobe. The organic fraction of municipal solid waste (OFMSW)

ll rights reserved.

ns; AD, anaerobic digestion;ble municipal waste; CSTR,

, food waste; FW-wt, foodment; MSW, municipal solidaste; SMP, specific methanert; SSFW, source segregatedsolids.Environmental Engineering,

).

ble; it contaminates recyclable material in combined waste collec-tion systems and releases methane to the atmosphere whendeposited in landfill sites. Methane has a global warming potential(GWP) over a 100 year time horizon of 23 times that of carbondioxide [1] and is a significant contributor to climate change. TheLandfill Directive 1999 [2] has set significant targets for reducingbiodegradable waste going to landfill, while the Waste FrameworkDirective 2008 [3] has introduced more demanding waste recy-cling and energy recovery targets. Many EU countries have intro-duced landfill levies. Some countries including Germany haveplaced an outright ban on dumping untreated OFMSW.

1.2. Quantities of food waste generated

This paper uses Ireland, an EU state with a population 4.6 mil-lion [4] to exemplify the bioresource analysis. Approximately three

Page 2: Browne and Murphy 2013- BMP From Food Waste

J.D. Browne, J.D. Murphy / Applied Energy 104 (2013) 170–177 171

million tonnes of municipal solid waste (MSW) is generated annu-ally (652 kg/person/annum), two thirds of which is considered tobe biodegradable [5]. Food waste makes up about 25% of domestichousehold waste and 42% of commercial waste [6]. It is estimatedthat approximately 820,000 t/annum (178 kg/person/annum) offood waste is generated in Ireland. Ireland landfilled 860,000 t ofbiodegradable municipal waste (BMW) in 2010. The Landfill Direc-tive [2] permits landfill of a maximum of 420,000 t/annum of BMWby 2016 (based on 35% of 1995 quantities). Alternative waste treat-ment methods are required for approximately 530,000 t/annum ofBMW by 2016 (Table 1). The Waste Management (Food Waste)Regulations 2009 [7] has mandated source segregation of foodwaste from commercial premises in designated organic waste bins(brown bins). The catering sector alone produces over 100,000t/annum of food waste [8].

1.3. The requirement for source segregation of food waste

It has been widely acknowledged in many EU states and inother developed countries that in order to maximise diversion offood waste from landfill, effective source separation is required[9]. This may be effected through use of a three bin collection sys-tem which incorporates a specific bin for food waste. Departmentof Agriculture Regulations in EU countries only allow compost orliquid fertiliser (digestate) from food waste which is source segre-gated (as opposed to co-mingled food waste with other waste froma materials recovery facility) to be used in agricultural applications[10,11]. Food waste accounts for the majority of the organic frac-tion of municipal solid waste (OFMSW). If not source segregatedfood waste may be separated from mixed waste through mechan-ical biological treatment (MBT). Mechanically derived OFMSW hasbeen shown to have very stable anaerobic digestion characteristicswith a carbon to nitrogen ratio of about 25:1 which is in the rec-ommended range for stable digestion (20–30:1). Howevermechanically derived OFMSW contains higher concentrations ofpotentially toxic elements and lower nutrient content than sourcesegregated food waste (SSFW) [12]. It is important to note that dig-estate from MBT derived OFMSW may not be applied to agricul-tural land due to potential for contamination of the food chain [10].

1.4. Significance of BMP assays in assessing biomethane potential fromfood waste

The biochemical methane potential (BMP) test is a widely usedmethod to assess the maximum upper range of methane produc-tion from an organic substrate. There have been many papers pub-lished on the BMP yield of various organic substrates used forbiogas production. However, despite a mass of data having beengathered, comparison of biomethane potential data in literaturecan prove difficult as different methods and protocols have beenfollowed. Parameters such as substrate preparation, inoculum tosubstrate ratio, liquid and headspace volumes, pH of substrateand inoculum, headspace pressure and the gas flow measurementsystem employed can all differ from one test to another [13,14]. To

Table 1Biodegradable municipal waste (BMW) disposed to Landfill in Ireland.

Target year Allowable (kt) Actual (kt) Requiring stabilisation (kt)

2010 900 860a –2013 600 882b 2822016 420 950b 530

kt kilotonne.a Reported BMW sent to landfill in 2010 [5,6].b Estimated BMW quantities based on economic growth rate of 2.5% from 2012

onwards.

assess the BMP of SSFW samples, both large and small scale BMPtests were carried out. Nizami and co-workers [14] showed thatmicro BMP assays using dried substrate samples gave lower BMPyields than larger BMP assays using wet weight samples. They alsostressed the importance of acclimatising the inoculum to thesubstrate.

1.5. Sustainability and applications of OFMSW biomethane

Anaerobic digestion (AD) is an economical and environmentallyeffective waste treatment solution with the added benefit of en-ergy recovery in the form of biogas (ca. 60% methane) [15]. TheEU Renewable Energy Directive 2009 [16] indicates that biome-thane from OFMSW has a nominal green house gas saving of 80%of the displaced fossil fuel when used as a compressed gaseous bio-fuel. This saving is well in advance of other first generation liquidbiofuels [17]. Although AD technology is widely available, researchin the field is still ongoing due to the complexity of the biochemicalprocess, the wide variety of substrates which can be utilised andreported problems in applications of certain substrates. These in-clude low C:N ratios (associated with SSFW and other biowastestreams) leading to increased levels of NH3–N which can resultin reduced biogas yields [18,19]; Problems associated with the longterm mono-digestion of food waste have been linked to a lack ofessential trace elements (such as molybdenum and cobalt) whichcan lead to the failure of the AD process [20]. However consideringthe poor energy balance associated with many first generation li-quid biofuels (such as rape seed biodiesel) and increasing publicconcern towards biofuels displacing food production, the conceptof utilising biomethane from biowaste as a biofuel is very attrac-tive [15–17].

1.6. Objectives of the paper

The principal objective of this paper is to assess the biomethaneresource from food waste, using Ireland as a case study. In under-taking this task, the importance of the scientific methodology forconducting biomethane potential assays was realised. This paperwill highlight the variance in BMP yields for food waste, taken fromthe same sample, depending on the BMP methodology employed.In addition, this paper seeks to highlight the impact which EUwaste management policy and its implementation has on thequantity of food waste which could be utilised to generatebiomethane.

2. . Materials and methods

2.1. Preparation of food waste

As food waste is a heterogeneous substrate that can changedepending on the season and region it is difficult to model forlab scale experimental work. The food waste which was used inthe experiments was collected from the main university campuscanteen in University College Cork (UCC), Ireland. The canteenserves approximately 1000 students per day and produces approx-imately 2500 kg of food waste per week during the academic year(September–June). The canteen food waste consisted of mixedcooked and uncooked food such as pasta, rice, meat, fruit and veg-etable peelings. It has been previously shown that source segre-gated food waste gives higher methane yields than co-mingledMSW [12,20]. SSFW from the university canteen was chosen asthe substrate to be used in the BMP tests. It was decided to takea large bulk quantity of food waste in an effort to get a representa-tive sample. Approximately 200 kg of SSFW was collected from themain campus restaurant. The SSFW was manually screened for non

Page 3: Browne and Murphy 2013- BMP From Food Waste

Fig. 1. Source separated food waste from UCC canteen: (a) food waste collection, (b) maceration process and (c) homogenised substrate.

Table 2Characteristics of UCC canteen food waste.

Parameters Food waste

pH 4.1Total solids (%) 29.4Total volatile solids (% DS) 95.3Proteins (% DS) 18.1Carbohydrates (% DS) 59.0Lipids (fats) (% DS) 19.0Carbon (% DS) 49.58Hydrogen (% DS) 7.32Oxygen (% DS) 34.88Nitrogen (% DS) 3.53Ash (% DS) 4.7C:N ratio 14.2

Table 3Characteristics of inoculum used in BMP assays.

Source of inoculum Round BMP test Total solids(gTS/L)

Volatile solids(gVS/L)

Lab scale grassdigester

1 Large 30.3 17.4

Farm scale digester 2 Large andsmall

30.2 20.7

Acclimatised tofood waste

3 Large andsmall

24.6 16.6

172 J.D. Browne, J.D. Murphy / Applied Energy 104 (2013) 170–177

biodegradable contaminants such as plastic bags and cutlery. TheSSFW was first manually chopped and screened so that particlesize was less than 12 mm and mixed thoroughly which is requiredby the Department of Agriculture, Food and Fisheries (DAFF) in Ire-land, under the Animal By-Products Regulations [10]. The wellmixed bulk material was then passed through a Buffalo 850 W foodmincer (Fig. 1), weighed and stored in 8 kg bags at �20 �C until re-quired for the experiments. The bags were then defrosted at roomtemperature for 24 h prior to experimental use. The characteristicsof the canteen food waste are as indicated in Fig. 2 and Table 2.

2.2. Preparation of inoculum

The inoculum used in the first round of BPM trials was obtainedfrom an existing 300 L lab scale CSTR which was previously fedwith grass silage. In the second round of large BMP tests and firstround of small BMP tests, the inoculum was taken from an existingfarm scale digester which digests about 80% cattle slurry and 20%grease trap waste on a wet weight basis. The inoculum was passedthrough a 2 mm sieve to remove any large particles or grit and thenincubated at 37 �C for a week to allow for any residual carbonsource to be depleted (de-gassed) prior to feeding with new sub-strate. The inoculum was then analysed for dry solids (DS) and vol-atile solids (VS) using standard methods. Table 3 shows total andvolatile solids for each round of BMP trials. An inoculum to sub-strate ratio of 3:1 (on a VS basis) was chosen to reduce the impactof any inhibitory effects such as accumulation of volatile fatty acids(VFA). It has been demonstrated that with lower inoculum to sub-strate ratios (i.e. less than 2) a greater build-up of VFAs can beexperienced during the digestion process [23].

2.3. Experimental set-up

The large BMP tests were carried out in an anaerobic digesterwhich consists of two continuously stirred reactors (Fig. 3b) witha working volume of 5 L (approximately 500 mL head space). Each

Fig. 2. Composition of UCC food waste.

reactor was connected to a 3.3 L graduated cylinder which wasused to record the volumes of biogas by water displacement. Aconstant temperature of 37 �C was maintained in both reactorsby means of a temperature sensor and controller unit. The heatwas supplied by an outer heating blanket complete with an outerthick layer of insulation to ensure minimal heat loss. The stirringmechanism consisted of a vertical shaft with a propeller at theend. The shaft was turned by a motorised pulley system. Eachround of large BMP tests was carried out in duplicate.

For the small BMP tests the automatic methane potential testsystem (AMPTS II) supplied by Bioprocess Control was used. TheAMPTS II instrument consists of three main units (Fig. 3a), a waterbath incubation unit which accommodates up to 15 number500 mL glass bottles containing the test sample and anaerobicinoculum which are incubated at the desired temperature. Themedia in each bottle is mixed by a slow rotating mixing rod com-plete with individual electric motor. 80 mL vials containing a 3 Msolution of sodium hydroxide (NaOH) absorbs non-methane gasessuch as carbon dioxide and hydrogen sulphide. The biomethane isthen passed through a tipping mechanism which measures the vol-ume of methane gas released for each vessel. The measuring deviceworks according to the principles of liquid displacement and buoy-ancy. A digital pulse is generated when a pre-defined volume of gas

Page 4: Browne and Murphy 2013- BMP From Food Waste

(a) (b)Fig. 3. BMP apparatus: (a) Small BMP set-up and (b) large BMP set-up.

Table 4Experimental scheme and details of inoculum used in BMP tests.

Run Large BMP Small BMP

R1 Grass silage inoculum.Carried out in duplicate

R2 Farm inoculum. Carriedout in duplicate

R2.1 Farm inoculum. Carried out in triplicate.‘‘As is’’ sample

R2.2 Farm inoculum. Carried out in triplicate.Sample dried at 105 �C for 24 h

R3 Acclimatised inoculum.Carried out in duplicate

R3.1 Acclimatised inoculum. Carried out intriplicate. ‘‘As is’’ sample

J.D. Browne, J.D. Murphy / Applied Energy 104 (2013) 170–177 173

flows through the device. An integrated data acquisition system isused to record the results. Each sample tested in the small BMPtests was carried out in triplicate. Some samples were dried(105 �C for 24 h) prior to the BMP test to assess the difference be-tween the BMP of dried substrate and wet (or ‘‘as is’’) substrate.Three blanks were also tested in each round to determine the gasyield from the inoculum itself.

2.4. Analytical methods

The total solids (TS) and volatile solids (VS) were measuredaccording to Standard Methods 2540 G [24]. The pH was deter-mined using a pH metre (Jenway 3510) calibrated with buffers atpH 4.0, 7.0 and 10.0. Elemental composition (C, H, N, S, O) of thefood waste was attained by ultimate analysis using element ana-lyser (CE 440 Model) and was carried out at the Chemistry Depart-ment in UCC. Carbohydrates, proteins and fats were analysed by alaboratory (Southern Scientific Services Ltd.). The sample was alsotested for sulphur, however it was not detected. Biogas composi-tion in the large BMP trials was analysed using a portable gasdetector (Type PGD3-IR Biogas) supplied by Status Scientific Con-trols Ltd. All biomethane yields are reported at standard tempera-ture and pressure.

2.5. Experimental overview

The experimental scheme is summarised in Table 4. Round 1used inoculum from a grass silage lab CSTR for the large BMP sys-tem. This was carried out in duplicate as there are two available 5 Ldigesters (Fig. 3b). Round 2 utilised inoculum from an active, stablefarm scale digester. The experiments were carried out in duplicatefor the large BMP and in triplicate for the small BMP system(Fig. 3a). For the small BMP system the food waste samples weretested on a wet and dry basis. Wet weight samples or ‘‘as is’’ wereused for R2.1 and oven dried samples were used for R2.2 (ovendried at 105 �C for 24 h). Round 3 used the inoculum from the pre-vious BMP tests on food waste (i.e. the inoculum was acclimatisedto food waste). In round 3 the small BMP system used only wetweight or ‘‘as is’’ samples of food waste. The ratio of inoculum tosubstrate was 3:1 for all runs. The mean biomethane yields are pre-sented for both small and large BMP runs.

2.6. Estimation of theoretical biomethane potential

One of the key considerations for designers and operators ofanaerobic digestion facilities is assessing the expected methane

yield from a given feedstock [25]. The predicted specific biome-thane yield and percentage of methane in the biogas will affectthe design of the digester and also the energy recovery units suchas combined heat and power (CHP) plants or biogas upgrading sys-tems. It is important to gather as much information as possible onthe physical and biochemical nature of the substrate which is to beused in the digestion process [13,21,22]. The proximate and ulti-mate analysis of the food waste used in these trials allows the der-ivation of the stoichiometric equation of the substrate(C16.4H29O9.8N); from this the energy value of the feedstock canbe estimated by using the modified Dulong formula (Table 5a).Using the Buswell equation [26] a methane content of approxi-mately 57% in the biogas and a biomethane potential of approxi-mately 550 L CH4 kg VS�1 food waste added is predicted(Table 5b). These two values are in close agreement. Theoreticalmethane potential can also be estimated by nutrient composition(fat, protein and carbohydrate) [21].

3. Results and discussion

3.1. Large BMP results

The first round of large BMP tests gave a lower specific methaneyield than expected (Table 6). The cumulative average specificmethane yield was 314 L CH4 kg VS�1 added. This is approximately57% of the theoretical biomethane potential according to the Bus-well equation (Table 5b). The lower than expected SMP in round 1can be attributed to the inoculum used in the large BMP test whichwas taken from a lab scale CSTR previously fed with grass silage incontinuous AD trials. It is clear from the S shaped cumulative

Page 5: Browne and Murphy 2013- BMP From Food Waste

Table 5Theoretical biomethane potential from UCC canteen food waste.

(a) Theoretical biomethane potential based on the modified Dulong formulaE� = 337C + 1419(H � 1/8O) + 93S + 23.26NE� = 337(49.58) + 1419(7.32 � 1/8(34.88)) + 93(0) + 23.26(3.53)E� = 20.15 MJ/kg energy content of food waste on a dry solids (DS) basisE� = 21.14 MJ/kg VS (VS = 95.3% of DS)Considering that methane has an energy value of 37.78 MJ/m3 the modified

Dulong formula suggests the theoretical maximum methane yield is0.560 m3 CH4/kg VS added

(b) Theoretical biomethane potential based on the Buswell equationC16.4H29O9.8N + 4.23H2O ? 9.38CH4 + 7.02CO2

383.0 + 76.13 ? 150.01 + 309.10459.1 ? 459.1294 kg DS + 58.44 kg H2O ? 115.16 kg CH4 + 237.29280 kg VS + 55.70 kg H2O ? 109.74 kg CH4 + 226.13

? 153.72 m3 CH4 + 115.1857.17% CH4 + 42.83

Density of CH4 0.71 kg/m3

Density of CO2 1.96 kg/m3

Theoretical biomethane potential 0.549 m3 CH4/kg VS added

174 J.D. Browne, J.D. Murphy / Applied Energy 104 (2013) 170–177

curves from round 1 (Fig. 4b) that there is inhibition to biomethaneproduction in round 1. The inoculum which was used in round 1was sourced from a laboratory based CSTR which operated for overa year on mono-digestion of grass silage. During that trial the or-ganic loading rate was increased to biological failure. Thamsirirojand co-workers [27] hypothesised and modelled that the route offailure was due to inhibition of acetogenic bacteria caused by lackof trace elements. This hypothesis is in agreement with the view-point of Zhang and co-workers [18] on long term mono digestionof food waste. It is plausible that the inoculum used in round 1(from previous digestion of grass silage) was deficient in acetogen-ic microbes. Typically 2/3rds of the total methane is formed via theacetogenic route and 1/3 via the hyrogenotrophic route [19]. Foraccurate BMP assessment the inoculum should be sourced from astable AD process and preferably acclimatised to the new substrate[13].

The second round of large BMP tests resulted in a cumulativespecific methane yield of 358 L CH4 kg VS�1 added using inoculumfrom the farm scale digester (Table 6). As seen from the daily andcumulative specific methane yield shown in Fig. 4, the cumulativemethane curve follows a normal (un-inhibited) methane produc-tion rate as expected for BMP assays [21,23]. The ultimate specificmethane yield from round 2 of the large BMP tests is approxi-mately 65% of the theoretical methane production (Table 6), whichagain was lower than expected.

In the third round of large BMP tests using inoculum that hadbeen acclimatised to food waste from the previous BMP test, ulti-mate specific methane yield of 467 L CH4 kg VS�1 added wasachieved. This was an increase of 16% in SMP from the previousround 2 result. This increase in methane yield can be attributedto the acclimatisation of the inoculum to the feedstock. The ulti-mate specific methane yield from round 3 large BMP tests was

Table 6Comparison of methane BMP tests on food waste.

Specific methane

yield (L CH4 kg VS�1added)

Large BMP Small BMP

R1 R2 R3 R2.1 R2.2 R3.1fw-wt fw-dr fw-wt

Experimental BMP 314 358 467 433 396 529

Theoretical BMP (energy basis) 560Theoretical BMP (Buswell equation) 549

fw-wt = food waste wet; fw-dr = food waste dry.

approximately 82% of the theoretical methane production andwas deemed to be satisfactory. As the same substrate, apparatusand inoculum to substrate ratio were used in all large BMP trials,it is clear that the increase in SMP yield is as a result of using inoc-ulum from a stable AD process and also acclimatising that inocu-lum to the substrate.

3.2. Small BMP results

In round 2 of BMP tests (first round with small BMP tests) twosets of small BMP tests were carried out in triplicate for samples offood waste on a wet (as is) and dry basis. The wet and dry samplesgave an average ultimate specific methane yield of 433 and 396 LCH4 kg VS�1 added respectively (Table 6). The wet samples yieldedapproximately 9% more biomethane than the dried sample. Thiscan be attributed to the organic acids which are present in thewet sample but are lost during the drying process (105 �C for24 h). In the third round of BMP tests using inoculum which wasacclimatised to food waste, the ultimate specific methane yieldwas 529 L CH4 kg VS�1 added. This was almost a 22% increase inBMP than the previous result (on a wet basis) indicating once againthat the acclimatisation of the inoculum had a beneficial effect onBMP results.

It was found that the small BMP results gave higher specificmethane production yields than the large scale BMP results. Thehigher BMP results achieved by the small BMP trials may be dueto scale; the smaller system may have a better mixing regimeacross the smaller volume (0.5 L) as compared to the larger 5 L vol-ume. It may also be explained by the greater accuracy inbuilt in thebioprocess BMP apparatus which continuously records biome-thane volumetric flow via a sensitive tipping metre system con-nected to an online data logger. This is in contrast to the largeBMP apparatus which employed a water displacement gas flowmeasurement system, which required frequent refilling and thepossible introduction of error in gas measurement. Walker and col-leagues [28] highlighted the potential for errors in biogas flowmeasurements when using a water displacement gas collectionsystem.

The average cumulative SMP for the large BMP tests with accli-matised inoculum was 467 L CH4 kg VS�1 added. This is approxi-mately 85% of the theoretical BMP based on the Buswellequation. The small BMP tests (on a wet weight basis) with accli-matised inoculum gave an average cumulative SMP of 529 L CH4

kg VS�1 added, which is approximately 95% of theoretical maxBMP (Table 6). It is clear from the increase in BMP from rounds 2to 3 that acclimatising the inoculum to the substrate is an impor-tant step for accurate BMP testing.

3.3. The effect of inoculum on methane yields

Specific methane production can be modelled using the com-monly cited first-order decay predictor equation [12]

Y ¼ Ym � ð1� exp ð�ktÞÞ ð1Þ

where Y is the cumulative specific methane yield for a given time t,Ym the ultimate specific methane yield and k is the first order decayconstant.

Using the statistics toolbox in MATLAB, the cumulative methanedata points from each round of both large and small BMPs wereplotted and regression curves were generated using Eq. (1). It canclearly be seen from Fig. 5 that Eq. (1) gives a good fit for smallBMP R3.1 (R-squared value = 0.98) and large BMP R3 (R-squaredvalue = 0.99) i.e. when using the acclimatised inoculum. For thesetwo cases the ultimate methane yield is reached in approximately10 days, demonstrating that under favourable conditions, food

Page 6: Browne and Murphy 2013- BMP From Food Waste

0

10

20

30

40

50

60

70

80

0 5 10 15 20 25 30

L C

H4

kg V

S-1 a

dded

day

-1(a)

R1

R2

R3

Cum

ulat

ive

spec

ific

met

hane

prod

ucti

on (

L C

H4

kgV

S-1 ad

ded)

R3R2R1

0

20

40

60

80

100

120

140

0 5 10 15 20 25 30

(L C

H4/

kg

VS

adde

d da

y-1)

Time (days)

R2.1

R2.2

R3.1

Cum

ulat

ive

spec

ific

met

hane

yie

ld(L

CH

4 kg

VS-1

adde

d)

Time (days)

R2.1R2.2R3.1

(b)

(c) (d)

Fig. 4. Daily and cumulative specific methane production from large BMPs (a and b) and small BMPs (c and d).

0 5 10 15 20 25 300

100

200

300

400

500

600

time (days),x

BMP

yiel

d (L

CH

4/ k

g VS

add

ed),y

Small BMP tests

R21 data

R22 data

R31 data

R21 f(x) plot

R22 f(x) plot

R31 f(x) plot

0 5 10 15 20 25 300

100

200

300

400

500

time (days),x

BMP

yiel

d (L

CH

4/ k

g VS

add

ed),y

Large BMP tests

R1 dataR2 dataR3 dataR1 f(x) plotR2 f(x) plotR3 f(x) plot

Fig. 5. Cumulative specific methane yields from small and large BMP trials (including regression curve fitting).

J.D. Browne, J.D. Murphy / Applied Energy 104 (2013) 170–177 175

Page 7: Browne and Murphy 2013- BMP From Food Waste

Table 7Kinetic constants and coefficients of determination for BMP tests.

BMP trial Inoculum Ultimate methane yield (Ym) Kinetic decayconstant (k)

Coefficient of determination(R2 value)LCH4 kg VS�1 added

R2.1 (small) Healthy 433.14 0.148 0.968R2.2 (small) Healthy 396.39 0.134 0.970R3.1 (small) Healthy and acclimatised 529.22 0.364 0.984R1 (large) Unhealthy 314.09 0.056 0.866R2 (large) Healthy 357.96 0.182 0.976R3 (large) Healthy and acclimatised 466.51 0.234 0.995

Table 8Biomethane yields from this study compared to the literature.

Author Substrate BMP yield(m3

nCH4/tVS added)Retentiontime (days)

Temp. range

This study ssFW 467–529 30 days 37 ± 1 �CZhang et al. [12] ssFW 455–456 30 days 36 ± 1 �CDavidsson et al. [30] ssOFMSW 300–400 15 days 55 �CCecchi et al. [29] ssOFMSW 158–397 – –

ssFW 401–489

Table 9Bioresource of OFMSW beyond 2016.

Quantity of OFMSW 530,000 t/a

Quantity of VS (29.4% DS of which 95.3% VS) 148,500 t VS/aBMP range 467–520 m3

n CH4/tVS 470 m3n CH4/tVS

Biomethane production 70 million m3n/a

Energy value of methane (STP) 37.78 MJ/m3n

Biomethane production 2.65 PJ/aExpected transport energy in Ireland 2020 188 PJ/aBiomethane production (RES-T) 1.4%Biomethane production (RES-T) including for credit 2.8%

176 J.D. Browne, J.D. Murphy / Applied Energy 104 (2013) 170–177

waste is a quickly degradable substrate. Good AD inoculumpossesses the desirable consortium of anaerobic microbes whichfacilitate hydrolysis, acidogenesis, acetogenesis and finally metha-nogenesis of the substrate without inhibition. The full list ofR-squared values for each round, are shown in Table 7. The first or-der decay constants ranged from k = 0.056 for R1, the low BMPyield from large BMP round 1, to k = 0.364 for R3.1, which wasthe high BMP yield from small BMP round 3 using acclimatisedinoculum. Table 7 indicates that for the same food waste, the dif-ferent sources of inoculum used in the three rounds of BMP trialshad a notable effect on the kinetic decay constant k.

3.4. Comparison of results with other published BMPs of food waste

These BMP results are somewhat large in comparison to other re-ported results for food waste (Table 8). The samples tested in thisstudy were of source segregated canteen food waste which was col-lected within 24 h of disposal and should be seen as the upper rangeof biomethane yields from OFMSW. On a larger regional scale,domestic food waste would contain more cellulosic material suchas peelings from fruit and vegetables and would most likely be con-taminated with 10–15% other house hold streams such as paper,cardboard and textiles which are much higher in lingo-cellulosicmaterial. Lignin is essentially non biodegradable under anaerobicconditions. Also due to waste collection logistics, OFMSW may notbe collected for up to 2 weeks, disintegration and respiration mayalready be well underway (hence the foul odour associated withOFMSW). High methane yields from SSFW have also been reportedby other authors, Banks and co-workers [12,20] found that SSFWhad higher methane yields than mechanically derived OFMSW; thisis also in agreement with work done by Cecchi et al. [29]. However adetailed study by Davidsson and co-workers [30] showed similarbiomethane yields from a large number of OFMSW samples whichhad all been through different pre-treatment processes (300–400 LCH4 kg VS�1 added). These findings indicated that the biomethaneyield was independent of the type of pre-treatment and source ofOFMSW. Reported biomethane yields from food waste can varydue to the heterogeneous nature of the material and differences infood types between regions. Also operating temperatures, bioreac-tor design and loading rate can significantly affect the results.

3.5. Assessing the biomethane potential of source separated food waste

In 2010, approximately 2 million tonnes of biodegradable mu-nicipal waste was produced in Ireland of which 820,000 t would

be deemed OFMSW [6]. By 2016, it is estimated that 950,000 t ofOFMSW will be produced annually in Ireland of which a minimumof 530,000 t will require biological treatment [6]. Table 9 outlinesan assessment of the bioresource of OFMSW biomethane. A conser-vative BMP yield of 470 L CH4 kg VS�1 added is chosen. The analy-sis (Table 2) suggests each tonne of food waste equates to 280 kg ofVS. The resource is equivalent to 70 million m3

n of biomethane perannum (Table 9) equivalent to 70 million litres of diesel. Thamsir-iroj et al. [31] suggest that biomethane is an ideal biofuel whencoupled with a natural gas vehicle (NGV) industry. The biogaswould need to be upgraded and injected into the natural gas grid.The natural gas grid is Ireland is in place in 153 cities and townsand at least 40% of houses are connected to this grid. This allowshome fill systems. However NGV buses are seen as the best methodfor initiating such an industry. There are 400,000 NGV buses inoperation worldwide [31]. The first NGV bus in Ireland startedoperation in July 2012. Biofuels produced from residues are liableto a double credit in line with the Renewable Energy Directive[16]. Thus the bioresource of food waste is equivalent to 2.8%Renewable Energy Supply in Transport (RES-T). This is significant.To put this in context, Ireland has a very ambitious plan to have10% of the private transport fleet operating on electricity by2020. This involves about 300,000 electric vehicles (EVs) whichwould put Ireland in the forefront of the EV market in the world.However if this plan was realised and this level of infrastructurewas in place, this would only generate 1.6% RES-T [32]. It is to Ire-land’s (and other EU states) advantage to put in place a biologicaltreatment infrastructure for food waste and to couple this withthe production of renewable gaseous transport biofuel. The ideaof using the food waste of a city to fuel the bus fleet of the city isgaining momentum in the EU in cities such as Barcelona and Oslo.In the EU this bioresource may only be obtained if food waste issource segregated. At present approximately 25% of all householdsin Ireland are provided with a brown bin collection service [6].However the most recent waste management policy documentstates that household food waste regulations will be introducedrequiring the separation and diversion of food waste to more pro-ductive uses than landfill [33].

4. Conclusions

To evaluate the biomethane resource an optimum biomethanepotential methodology must be employed. This paper has shown

Page 8: Browne and Murphy 2013- BMP From Food Waste

J.D. Browne, J.D. Murphy / Applied Energy 104 (2013) 170–177 177

that wet samples give slightly higher BMP results than dried sam-ples, that inoculum should be from a healthy, stable AD process,and that inoculum which has previously been acclimatised to a gi-ven substrate gives the best BMP results. The range of results forthe same food waste samples ranged from 314 to 529 L CH4 kgVS�1 added depending on the apparatus used and the source of inoc-ulum. This range would obviously have a very significant impact onthe calculated renewable energy resource associated with OFMSW.

From this study food waste has the potential to provide 2.8%renewable energy supply in transport. The Animal By-Products Reg-ulations does not permit digestate from food waste to be applied toagricultural land unless it is source segregated. Therefore in order torealise the full bioresource from food waste source segregation ofmunicipal waste must be fully implemented at national level.

Acknowledgments

The Irish Research Council for Science, Engineering and Tech-nology (IRCSET) and Bord Gais Eireann (The Irish Gas Board)funded this research.

References

[1] Intergovernmental Panel on Climate Change (IPCC) Third Assessment Report.<http://www.grida.no/publications/other/ipcc_tar/> [assessed on 11.09.12].

[2] EC, Council Directive 1999/31/EC of 26 April 1999 on the landfill of waste.1Official Journal of the European Union; 1999.

[3] EC, Directive 2008/98/EC of the European Parliament and of the Council of 19November 2008 on waste and repealing certain Directives, E. Commission,editor; 2008.

[4] CSO. This is Ireland-highlights from Census 2011, Part 1, C.S. Office, editor.Ireland, Dublin: Stationery Office, Dublin; 2012.

[5] McCoole F, Derham J, Kurz I, McDonagh M. National waste report 2009.Johnstown Castle, Co. Wexford (Ireland): Environmental Protection Agency;2011.

[6] McCoole F, Kurz I, McDonagh M, Derham J, O’Neill D. National waste report2010, I. In: Environmental Protection Agency, editor. Ireland: EnvironmentalProtection Agency; 2012.

[7] Dept of Environment CaLG. Waste management (food waste) regulations;2009.

[8] Creedon M, Cunningham D, Hogan J. Less food waste – more profit: a guide tominimising food waste in the catering sector. In: C.I.o.T. Clean TechnologyCentre, editor. Cork: CIT Press, Cork Institute of Technology; 2010.

[9] Curtis J. Hitting the targets for biodegradable municipal waste: ten options forchange. Environmental Research Institute; 2008.

[10] DAFF. Conditions for approval and operation of biogas plants treating animalby-products in Ireland. In: F.a.F. Department of Agriculture, editor.Department of Agriculture, Fisheries and Food of Ireland; 2009.

[11] Lukehurst CT, Frost P, Al Seadi T. Utilisation of digestate from biogas plants asbiofertiliser. In: I.E.A. Task 37, editor; 2010.

[12] Zhang Y, Banks CJ, Heaven S. Anaerobic digestion of two biodegradablemunicipal waste streams. J Environ Manage 2012;104:166–74.

[13] Angelidaki I, Alves M, Bolzonella D, Borzacconi L, Campos JL, Guwy AJ, et al.Defining the biomethane potential (BMP) of solid organic wastes and energycrops: a proposed protocol for batch assays. Water Sci Technol 2009:927–34.

[14] Nizami AS, Orozco A, Groom E, Dieterich B, Murphy JD. How much gas can weget from grass? Appl Energy 2012;92:783–90.

[15] Mata-Alvarez J. Biomethanization of the organic fraction of municipal solidwaste. IWA Publishing; 2003.

[16] EC, Directive 2009/28/EC of The European Parliament and of The Council of 23April 2009 on the promotion of the use of energy from renewable sources andamending and subsequently repealing directives 2001/77/EC and 2003/30/EC.Official Journal of the European Union; 2009.

[17] Korres NE, Singh A, Nizami AS, Murphy JD. Is grass biomethane a sustainabletransport biofuel? Biofuel Bioprod Biorefin 2010;4(3):310–25.

[18] Zhang Y, Walker M, Banks CJ. Optimising processes for the stable operation offood waste digestion. Technical report WR1208; 2010.

[19] Murphy JD, Thamsiriroj T. Fundamental science and engineering of theanaerobic digestion process. In: Wellinger A, Murphy JD, Baxter D, editorThe biogas handbook: science, production and applications. WoodheadPublishing Series in Energy: Number 52; 2013.

[20] Banks CJ, Chesshire M, Heaven S, Arnold R. Anaerobic digestion of source-segregated domestic food waste: performance assessment by mass and energybalance. Bioresour Technol 2011;102(2):612–20.

[21] Drosg B, Al Saedi T, Braun R, Bochmann G. Analysis and characterisation ofbiogas feedstocks. In: Wellinger A, Murphy JD, Baxter D, editor. The biogashandbook: science, production and applications. Woodhead Publishing Seriesin Energy: Number 52; 2012.

[22] VDI. Fermentation of organic materials – characterisation of the substrate,sampling, collection of material data, fermentation tests; 2006.

[23] Raposo F, Borja R, Rincon B, Jimenez AM. Assessment of process controlparameters in the biochemical methane potential of sunflower oil cake.Biomass Bioenergy 2008;32(12):1235–44.

[24] APHA. Standard methods for the examination of water and wastewater. In:American Public Health Association, American Water Works Association, 21sted. Water Environment Federation; 2005.

[25] Asam Z, Poulsen TG, Nizami AS, Rafique R, Kiely G, Murphy JD. How can weimprove biomethane production per unit of feedstock in biogas plants? ApplEnergy 2011;88(6):2013–8.

[26] Buswell AM, Neave SL. Laboratory studies of sludge digestion. In: IllinoisDivision of State Water Survey, Bulletin No. 30. 1930, Urbana, Illinois.

[27] Thamsiriroj T, Nizami AS, Murphy JD. Why does mono-digestion of grass silagefail in long term operation? Appl Energy 2012;95:64–76.

[28] Walker M, Zhang Y, Heaven S, Banks CJ. Potential errors in the quantitativeevaluation of biogas production in anaerobic digestion processes. BioresourTechnol 2009;100(24):6339–46.

[29] Cecchi F, Traverso P, Pavan P, Bolzonella D, Innocenti L. Characteristics of theOFMSW and behaviour of the anaerobic digestion process. In: Mata-Alvarez J,editor. Biomethanisation of the organic fraction of municipal solid wastes.London: IWA Publishing; 2003. p. 141–154 [chapter 6].

[30] Davidsson A, Gruvberger C, Christensen TH, Hansen TL, Jansen JIC. Methaneyield in source-sorted organic fraction of municipal solid waste. WasteManage 2007;27(3):406–14.

[31] Thamsiriroj T, Smyth H, Murphy JD. A roadmap for the introduction of gaseoustransport fuel: a case study for renewable natural gas in Ireland. Renew SustEnergy Rev 2011;15(9):4642–51.

[32] Murphy JD, Thamsiriroj T. What will fuel transport systems of the future?Mater Today 2011;14(11):518–24.

[33] DoECL. A resource oppertunity – waste management policy in Ireland. In:Department of the Environment Community and Local Government, editor;201.


Recommended