mesophilic and thermophilic co-fermentation of cattle excreta and olive mill wastes in pilot...
TRANSCRIPT
b i o m a s s a n d b i o e n e r g y 3 4 ( 2 0 1 0 ) 3 4 0 – 3 4 6
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Mesophilic and thermophilic co-fermentation of cattle excretaand olive mill wastes in pilot anaerobic digesters
M. Goberna a,*, M.A. Schoen b, D. Sperl a, B. Wett b, H. Insam a
a University of Innsbruck, Institute of Microbiology, Technikerstrasse 25d, 6020 Innsbruck, Austriab University of Innsbruck, Institute of Infrastructure, Technikerstrasse 13, 6020 Innsbruck, Austria
a r t i c l e i n f o
Article history:
Received 28 April 2009
Received in revised form
6 November 2009
Accepted 11 November 2009
Available online 3 December 2009
Keywords:
Animal waste
Codigestion
Biogas
Methane
Two-phase olive mill wastes
* Corresponding author. Tel.: þ43 512 507 59E-mail address: [email protected]
0961-9534/$ – see front matter ª 2009 Elsevidoi:10.1016/j.biombioe.2009.11.005
a b s t r a c t
Cattle excreta and two-phase olive mill wastes (TPOMW) were codigested at a 3:1 ratio in
two 75 L continuous stirred tank reactors at 37 �C and 55 �C to analyse their biogas
production. The contribution of each residue to the total gas production at 37 �C was
evaluated in reactors digesting either 3:1 excreta:water or 3:1 water:TPOMW. The meso-
philic co-fermentation of cattle excreta with TPOMW at an organic loading rate (OLR) of
5.5 g COD L�1 d�1 rendered 1096 mL biogas L�1 sludge d�1. This was 337% higher than that
of excreta alone. The methane yield resulting from the codigestion was 179 L CH4 kg�1 VS
loaded, of which 42% was attributed to the quarter of the reactor corresponding to TPOMW.
Under thermophilic conditions, the codigestion yielded 17.3% more methane than meso-
philically. In the reactor digesting TPOMW alone (OLR ¼ 3.8 g COD L�1 d�1) the ratio VFA/
alkalinity exceeded 0.8 after 21 d, leading to its acidification and inhibition of methano-
genesis. Farm-scale digestion of animal excreta and TPOMW should be promoted in
Mediterranean countries as an environmentally sound option for waste recycling and
renewable energy production.
ª 2009 Elsevier Ltd. All rights reserved.
1. Introduction sustainable land-use system is unevenly distributed, i.e. most
Biogas generated from the anaerobic digestion of animal
excreta is increasingly used for the production of renewable
energy. In Europe there are ca. 4240 farm-scale biogas plants
[1], which mainly treat cow, pig or poultry manure. These are
widespread and ready-to-use residues which yield sufficient
biogas to account for the energy consumption of the farm and
its digester, as well as a net energy surplus that is fed into the
grid as green electricity. Furthermore, the stabilised end-
product can be applied as an organic amendment to the
agricultural soils. Land-spreading anaerobically digested
sludge instead of untreated manure reduces malodours, helps
controlling pathogens, provides soils with a more balanced
nutrient mix and higher nutrient bioavailability [2]. This
95; fax: þ43 512 507 2928.t (M. Goberna).er Ltd. All rights reserved
plants are located in a few regions in central Europe, and thus
the EU will encourage farmers to set-up biogas facilities all
over the territory to reduce the needs for energy imports and
improve the CO2 balance [3].
However, cattle excreta are already-digested substances,
rich in lignocellulose with a relatively low C/N ratio, and high
water content [4]. Therefore, these have a low methane
production potential [4,5], and this threatens the economic
viability of farm-scale biogas plants [1]. The anaerobic
biodegradation of cattle excreta renders 20 m3 biogas t�1 (wet
weight), whereas 650 m3 t�1 can be obtained from bakery
residues and up to 1200 m3 t�1 from vegetable oils [6]. Co-
fermenting animal excreta with other residues is an option to
increase their biogas production potential. Olive mill effluents
.
Fig. 1 – Schematic depiction of the pilot scale anaerobic
reactors. Source: [26].
b i o m a s s a n d b i o e n e r g y 3 4 ( 2 0 1 0 ) 3 4 0 – 3 4 6 341
(OME) are an interesting candidate to be used in Mediterra-
nean countries, where they are intensively produced [7,8].
OME can balance the C/N ratio of the N-rich excreta and
supplement them with fats, with their enormous biogas
production potential. On the other hand, the digestion of OME
alone is limited by their low pH, alkalinity and ammonia N
content [9], and by the presence of recalcitrant phenolic
compounds that can inhibit microbial growth [7]. High OME
digestion efficiencies can be achieved, even at high organic
loading rates, by pretreating the wastes [10,11] or supple-
menting them with nutrients and buffering solutions [12,13].
However, it is economically and environmentally more sound
to compensate the acidity and nutrient deficiency of OME by
their combined digestion with other biodegradable wastes
with complementary properties [13].
The anaerobic digestion of olive mill effluents has proven
feasible in combination with cattle manure, household waste,
sewage sludge [9], poultry manure [14], wine-grape and
slaughterhouse wastewater [15], and laying hen litter [16].
Most of these studies have been performed in 100–250 ml
serum vials or 1–2.5 L tank reactors using olive mill waste-
waters. Not much has been published, however, on the use of
two-phase olive mill wastes (TPOMW), i.e. the paste produced
during oil extraction with a two-phase centrifugation system,
as a substrate for codigestion experiments. The volume of
TPOMW, containing the stone and pulp of the fruits and high
moisture, has increased together with the expansion of the
two-phase technology after its adoption in the early 90s [7,8].
Appropriate TPOMW management and valorisation are still to
be achieved and require further research. In this survey, we
investigated the performance and biogas production of four
75 L pilot anaerobic reactors digesting cattle excreta and
TPOMW, both separately and in co-fermentation.
Table 1 – Physical and chemical properties of the feedingsolutions.
Parametera Excreta 3:1 excreta:TPOMW
3:1 water:TPOMW
TS (% w/v) 4.7 11.0 7.5
VS (% w/w of TS) 71.1 75.1 21.8
Total COD (g L�1) 40.2 118.5 81.1
Soluble COD (g L�1) 14.7 43.6 28.4
NH4–N (mg L�1) 1204 831 BDLb
pH 7.40 6.68 4.93
EC (mS cm�1) 17.2 14.4 4.1
Alkalinity (mmol Hþequ L�1) 166 124 10
a TS, total solids; VS, volatile solids; COD, chemical oxygen
demand; NH4–N, ammonia nitrogen; EC, electrical conductivity.
b BDL: Below detection limit.
2. Materials and methods
2.1. Operation of the reactors and feeding solutions
The experiment was performed in four anaerobic continuous
stirred tank reactors (CSTR), which are 1.4 m high, 0.36 m in
diameter and have a working volume of 75 L (Fig. 1). All reactors
were initially charged with 75 L cattle excreta (Table 1) and
heated up to 37 �C. This start-up strategy had previously proven
successful [17,18]. Reactors were fed daily with 3.5 L d�1 of
cattle excreta and an equivalent amount of effluent sludge was
removed, corresponding to a hydraulic retention time (HRT) of
21.4 d. These conditions were selected in order to simulate
those under which the full-scale BIO4GAS� plant in Rotholz
(Tirol, Austria) is operated [19].
Once steady state conditions, i.e. stable biogas produc-
tion, were achieved in all reactors, cattle excreta were
substituted by specific feed solutions at the same flow rate
(3.5 L d�1). The specific operation conditions for all reactors
and the characteristics of the feed solutions are summarised
in Tables 1 and 2. Reactors EX_OL37 and EX_OL55 were fed
with a mixture of excreta:TPOMW at a ratio of 3:1 operated
at 37 �C and 55 �C, respectively. The other two reactors were
loaded with either cattle excreta:water (EX37) or water:
TPOMW (OL37) at a ratio of 3:1. Both were operated at 37 �C.
This experimental set-up was designed to quantify the
individual contribution of either cattle excreta or TPOMW
and the possible benefits of co-fermenting these materials
under mesophilic conditions. The influence of temperature
was evaluated through the comparison of EX_OL37 with
EX_OL55, which was run at 55 �C.
Excreta (mixed excrements and urine) were collected on 5
December 2007 from the storage tank located underneath the
cattle stable in the agricultural school in Rotholz (Tirol,
Austria). This was sieved (<5 mm) prior to its use to remove
straw and avoid blocking of reactor pipes. TPOMW was
obtained from the agricultural cooperative COATO in Totana
(Murcia, Spain) on 7 December 2007 and transported to the
laboratory in sealed tanks. TPOMW was not further pre-
treated, so the material is representative of that resulting from
Table 2 – Operation of reactors.
Reactor Feedingsolutiona
Temperature(�C)
FFRb
(L d�1)OLRc
(g CODL�1 d�1)
EX_OL37 3:1 excreta:TPOMW 37 3.5 5.5
EX_OL55 3:1 excreta:TPOMW 55 3.5 5.5
EX37 3:1 excreta:water 37 3.5 1.4
OL37 3:1 water:TPOMW 37 3.5 3.8
a TPOMW: Two-phase Olive Mill Wastes.
b FFR: Feed Flow Rate.
c OLR: Organic Loading Rate.
b i o m a s s a n d b i o e n e r g y 3 4 ( 2 0 1 0 ) 3 4 0 – 3 4 6342
the mill processing effluent line. Both materials were stored at
4 �C until reactor start up on 19 December 2007.
2.2. Sampling of gas and sludge
Reactors were operated with the specific feed solutions for
30 d. The volume of biogas produced was quantified using
a gas meter located on top of each reactor (Fig. 1). Gas samples
were collected daily in gas-tight bags and gas composition
(CH4, CO2 and H2) measured using a Biogas Monitor BM 2000
(Geotechnical Instruments, Leamington, UK). Three sludge
samples (ca. 500 ml) were collected every 3.5 d from a tap
located in the bottom of each reactor (Fig. 1).
2.3. Analytic methods
Total solids (TS), volatile solids (VS), pH and electrical
conductivity (EC) were determined following EU Horizontal
standards [20]. Total C and N contents were measured in an
automated CNHS analyser (TruSpec�, LECO, Michigan, USA).
Total and soluble chemical oxygen demand (COD) were ana-
lysed with the LCK 014 test kit and ammonia nitrogen (NH4–N)
with the LCK 303 test kit (both from Hach Lange, Dusseldorf,
Germany). Particulate COD was calculated as the difference
between total and soluble COD. Determination of volatile fatty
acids (VFAs) was performed within 24 h of sampling. Briefly,
15 ml of sludge were centrifuged (14,000 rpm, 30 min) and the
0.2 mm filtered supernatant analysed for VFAs by High Pres-
sure Liquid Chromatography (HPLC Shimadzu LC-20A promi-
nence) using 20 ml injection volumes. VFAs were separated
through an ion exclusion column (300 � 7.8 mm, Aminex�
HPX-87H) and photometrically detected at 210 nm. An iso-
cratic flow (0.7 ml min�1) with 5 mM H2SO4 was used as the
running medium at 60 �C for 90 min.
2.4. Multivariate analysis
Principal component analysis (PCA) based on a correlation
matrix was performed to inspect the relationship between
biogas production, effluent sludge properties and the factors
‘‘reactor’’ and ‘‘sampling date’’, using SPSS 15.0 for Windows.
3. Results
3.1. Biogas quantity and quality
All reactors were run at 37 �C and fed daily with cattle excreta
at an equivalent feeding rate until a stable and similar biogas
production was reached, averaging 18.1 � 0.4 L d�1
(mean � SD) with a methane content of 68.7 � 0.4% v/v. This
steady state was maintained for three days (days 1–3 in Fig. 2)
prior to the start of the experiment. In day 3, the temperature
of reactor EX_OL55 was set to 55 �C. In day 4 (solid line in
Fig. 2), the feeding with specific solutions was initiated (Tables
1 and 2).
Immediately after starting the specific load, reactor
EX_OL37 showed an increase in biogas production (Fig. 2). This
stabilised at day 8, i.e. four days after starting the load with
specific feeding solutions, until the end of the experiment
averaging 82.0 � 4.8 L d�1. Methane content in the biogas was
constant, with 62.8 � 1.2%. In EX_OL55, there was an increase
in biogas production with lower methane content from days
3–4, which was a direct effect from the temperature rise to
55 �C (Fig. 2). This was followed by a decrease in biogas
production and its CH4 content from days 4–7, which
progressively recovered from day 8 up to day 14 when it sta-
bilised at 94.5 � 10.5 L biogas d�1 with 62.0 � 1.5% methane
content. During the stable period, non-stirring conditions due
to technical problems occurred, which resulted in a slight
decrease in biogas production (dashed lines in Fig. 2). Reactor
EX37 remained stable throughout the experiment, its biogas
production averaging 17.7 � 1.7 L d�1 with 64.8 � 1.2% CH4
(Fig. 2). Finally, reactor OL37 rapidly reacted to the initial
change in feed, reaching a maximum biogas production at day
8 (Fig. 2). Biogas production remained relatively high from
days 7–14 (59.5 � 3.1 L d�1) and then decreased rapidly.
Table 3 summarises the gas production parameters during
the steady state after the period corresponding to one HRT
(21.4 d). Data are average of three consecutive sampling dates.
Reactor EX_OL37 produced 337% more biogas and 73.3%
higher methane yield than EX37. Reactor EX_OL55 showed the
highest biogas production and methane yield. These were,
respectively, 17.6% and 17.3% higher than those of EX_OL37.
During this steady state, reactors EX_OL37 and EX_OL55 were
the most efficient in VS removal.
3.2. Effluent sludge properties
At the start of the experiment, while feeding was performed
with excreta alone, the amount of total solids (TS) in the
effluent sludge of all reactors was approximately 4.0� 0.1%, of
which 66.5 � 0.8% were volatile solids (VS). Total and soluble
chemical oxygen demand (COD) averaged 27.0 � 0.6 g L�1 and
7 � 0.7 g L�1, respectively. TS, VS, total and soluble COD
increased together with the change in feed in the effluent
sludge of reactors EX_OL37, EX_OL55 and OL37 (except for TS
in OL37), whereas all parameters slightly decreased in EX37
(Table 3).
The main volatile fatty acids (VFAs) detected in all reactors
were acetate and propionate (Fig. 3). VFAs showed relatively
constant values in reactors EX_OL37 and EX37, their levels
Fig. 2 – Biogas production (L dL1) and methane content in the biogas (% v/v) in the reactors (EX_OL37, 3:1 excreta:TPOMW at
37 8C; EX_OL55, 3:1 excreta:TPOMW at 55 8C; EX37, 3:1 excreta:water at 37 8C; OL37, 3:1 water:TPOMW at 37 8C). Solid line
indicates start of feeding with specific mixtures. Dashed lines indicate period under non-stirring conditions.
b i o m a s s a n d b i o e n e r g y 3 4 ( 2 0 1 0 ) 3 4 0 – 3 4 6 343
being always below 0.8 and 0.2 g VFA L�1, respectively. Both
reactors showed stable pH values above 7.6 throughout the
experiment (Fig. 3). However, EX_OL55 and OL 37 reached
peaks of 4.8 and 3.8 g VFA L�1. The increase in effluent VFAs in
EX_OL55 was mainly due to the accumulation of acetate, and
to a lesser extent propionate, after temperature was changed
from 37 �C to 55 �C on day 3. A subsequent decrease in pH was
detected from an initial 7.8 down to 7.4. This reverted on day
13 after acetate levels started to stabilise. In reactor OL37, both
acetate and propionate progressively accumulated, which
was accompanied by a decrease in pH down to 6.5 (Fig. 3).
Total ammonia nitrogen (NH4–N) averaged 1.3 � 0.03 g L�1
in all reactors before the shift to the specific feed solutions on
day 4 (Fig. 4). In EX_OL37 and EX_OL55, NH4–N decreased on
day 11 (i.e. five days after changing the feed) until the end of
Table 3 – Steady state parameters after the periodcorresponding to one HRT (21.4 d). Standard deviationsare given in brackets for n [ 3.
Parametera EX_OL37 EX_OL55 EX37 OL37
Gas production
Biogas production
(mL L�1 sludge d�1)
1096 (81) 1289 (158) 251 (39) –
Methane yield (L CH4 kg�1
VS added)
179 (18) 210 (30) 103 (16) –
VS removed (%) 53.4 (1.7) 54.0 (1.8) 45.8 (6.3) –
Effluent characteristics
TS (% w/v) 5.2 (0.1) 5.2 (0.2) 2.9 (0.2) 3.4 (0.1)
VS (% w/w of TS) 73.6 (0.6) 73.4 (0.6) 62.3 (1.9) 72.6 (1.5)
Particulate COD (g L�1) 27.9 (0.2) 26.0 (0.6) 16.5 (0.5) 22.4 (1.1)
Soluble COD (g L�1) 10.9 (0.7) 16.9 (0.9) 5.5 (0.2) 13.1 (0.7)
Total C (g L�1) 41.5 (2.4) 44.1 (3.6) 41.7 (2.2) 46.4 (2.5)
Total N (g L�1) 3.5 (0.1) 3.5 (0.2) 3.2 (0.3) 3.4 (0.2)
EC (mS cm�1) 16.1 (0.1) 16.7 (0.3) 15.3 (0.2) 10.8 (1.4)
a TS, total solids; VS, volatile solids; COD, chemical oxygen
demand; EC, electrical conductivity.
the experiment to values averaging 0.9 � 0.03 g L�1 and
1.1 � 0.05 g L�1, respectively. In EX37, NH4–N oscillated
between 1.1 and 1.3 g L�1, whereas in OL37 it decreased
progressively to final values of 0.5 g L�1. Alkalinity was highly
correlated with NH4–N (Pearson’s correlation
coefficient ¼ 0.80, p < 0.001) and followed similar temporal
patterns (Fig. 4).
3.3. Principal component analysis
The two principal components (PCs) extracted from the ordi-
nation of the data explained 76.6% of the total variance. Fig. 5A
shows the distribution of the samples within the biplot that
both PCs define. At the start of the experiment (day 4), all
reactors were located near to each other in the negative pole of
PC1, which was highly correlated with ammonia N (Fig. 5B). As
the digestion with the specific feed solutions proceeded, the
reactors followed divergent trajectories in the diagram. Both
reactors codigesting excreta and TPOMW (EX_OL37 and
EX_OL55) followed similar trajectories irrespective of their
operating temperature. These moved towards the area of high
biogas production, and high levels of TS and COD, responding to
the change of feed from excreta alone (OLR¼ 1.9 g COD L�1 d�1)
to excreta:TPOMW (OLR ¼ 5.5 g COD L�1 d�1). EX37 showed the
shortest trajectory, thus the most similar performance
throughout the experiment, towards the sector of low TS and
COD, due to the decrease in OLR from 1.9 (excreta) to
1.4 g COD L�1 d�1 (diluted excreta). Finally, OL37 advanced in the
direction of the area correlated with low biogas production,
alkalinity, pH and ammonia N, but high total C, total N and
propionate.
4. Discussion
Four pilot reactors were used to evaluate the potential biogas
production from the codigestion of cattle excreta and two-
Fig. 3 – Acetate, propionate (g LL1) and pH in the reactors (EX_OL37, 3:1 excreta:TPOMW at 37 8C; EX_OL55, 3:1
excreta:TPOMW at 55 8C; EX37, 3:1 excreta:water at 37 8C; OL37, 3:1 water:TPOMW at 37 8C).
b i o m a s s a n d b i o e n e r g y 3 4 ( 2 0 1 0 ) 3 4 0 – 3 4 6344
phase olive mill wastes (TPOMW). Prior to the start of the
experiment with specific feeding solutions and temperatures,
the reactors were run with cattle excreta at 37 �C until they
operated similarly in terms of gas production, methane
content and sludge properties (day 4 in Fig. 5A). This demon-
strated that all four reactors function similarly if operated
under equal conditions. The diverse combinations of wastes
led to distinct reactor performance (Fig. 5).
The reactors codigesting excreta and TPOMW at 37 �C
(EX_OL37) and 55 �C (EX_OL55), and the reactor digesting
excreta alone (EX37) operated stably and achieved a constant
biogas production and methane yield. After the period corre-
sponding to one HRT (21.4 d), 1096 mL L�1 d�1 biogas were
produced from the sludge in EX_OL37 while EX37 yielded only
251 mL L�1 d�1. Therefore, 337% more biogas was produced
when a quarter of the effective volume of the digester was
Fig. 4 – Ammonia N (mg LL1) and alkalinity (mmol HD equiv LL
EX_OL55, 3:1 excreta:TPOMW at 55 8C; EX37, 3:1 excreta:water a
filled with TPOMW instead of water. These values are well
above those reported previously in experiments using olive
mill wastewaters. Gelegenis et al. [14] obtained
520 mL biogas L�1 reactor d�1 from the digestion of poultry
excreta and olive mill wastewasters (pH 1.6) at a ratio 3:1 in
a 25 L reactor. This value was 25% higher than the biogas
produced by a similar reactor fed only with poultry excreta. Up
to 155% additional biogas was obtained in a batch experiment
in 100 ml vials when laying hen litter was digested with olive
mill effluent compared to laying hen litter alone, at
10 g COD L�1 load with 10% TS [16].
The methane yield of the mesophilic reactor codigesting
cattle excreta and TPOMW at a ratio 3:1 was 179 L CH4 kg�1 VS
loaded. A total 57.7% of this methane can be attributed to the
three quarters of the reactor that were filled up with excreta,
considering the results from the excreta digesting reactor
1) in the reactors (EX_OL37, 3:1 excreta:TPOMW at 37 8C;
t 37 8C; OL37, 3:1 water:TPOMW at 37 8C).
Fig. 5 – Biplot of the two main axes after principal
component (PC) analysis, showing the relationship
between the reactors (EX_OL37, 3:1 excreta:TPOMW at
37 8C; EX_OL55, 3:1 excreta:TPOMW at 55 8C; EX37, 3:1
excreta:water at 37 8C; OL37, 3:1 water:TPOMW at 37 8C),
the sampling dates (days 4, 7, 11, 14, 18, 21, 25 and 28) and
the variables: biogas production (Biogas), methane
production (CH4), total solids (TS), volatile solids (VS), total
chemical oxygen demand (CODtot), soluble COD (CODsol),
acetate (Acet) and propionate (Prop) concentration, total C
(Ct), total N (Nt), C/N ratio (C/N), ammonia N (NH4–N), pH,
alkalinity (Alk) and electrical conductivity (EC).
b i o m a s s a n d b i o e n e r g y 3 4 ( 2 0 1 0 ) 3 4 0 – 3 4 6 345
(103.1 L CH4 kg�1 VS). Thus, 42.3% of the total methane yield in
EX_OL37 (75.6 L CH4 kg�1 VS) was produced from the use of
TPOMW as a codigestate.
The thermophilic codigestion of excreta and TPOMW yiel-
ded 1289 mL biogas L�1 sludge d�1, which is within the range
of 1250–1550 mL L�1 d�1 reported by Angelidaki and Ahring [9]
using 2 L CSTRs codigesting cattle excreta and oil mill efflu-
ents at ratios 1:1 and 1:3 at 55 �C with HRT ¼ 13 days and
OLR ¼ 7.8 g COD L�1 d�1. Our reactor operated at 55 �C
produced 17.6% more biogas than that run at 37 �C. It is likely
that an increased biogas production at the end of the experi-
ment in the thermophilic reactor was due to VFA accumula-
tion during the non-stirring period. However, it should be
noticed that the first of the three consecutive dates used for
the calculations of the steady state parameters fell within the
non-stirring period, so it is unlikely that biogas production
was overestimated. Our data fit those obtained in a batch
experiment with 160 ml serum vials, in which the codigestion
of wastewasters from olive mill, slaughterhouse and wine-
grape industries resulted in 14–35% more biogas at 55 �C than
at 37 �C [15].
The mesophilic and thermophilic digesters were similarly
efficient in removing the pollutant load of the sludge (ca. 54%
of VS removed). These values are lower than those found in
the literature in codigestion experiments using other olive
mill effluents [9,14]. The calculated values do not fully agree
with those that should be expected from methane production.
A possible reason for this disagreement could be some sedi-
mentation of sludge in the tank affecting the effluent port at
the bottom of the reactor. Previous experiments in the same
digesters showed that stirring was enough to ensure an even
vertical distribution of the solids (unpublished data). Still,
some sedimentation could have occurred forced by the pieces
of olive stones in TPOMW. In the reactor digesting excreta
alone (EX37), VS removal efficiency averaged 45.8% after the
period corresponding to one HRT. These low values are
coherent with previous reports [5,21].
The reactor digesting TPOMW alone (OL37) at an OLR of
3.8 g COD L�1 d�1 showed a decrease in its buffering capacity,
together with the washout of the cattle excreta used to start it
up, until it collapsed. The reactor underwent a progressive
acidification during the experiment due to the increase in VFA
content together with the parallel decrease in its capacity to
neutralize acids. The ratio VFA/alkalinity, expressed in
equivalents of acetic acid/equivalents of calcium carbonate
was below 0.1 at the start of the experiment indicating process
stability [22]. However, the VFA/alkalinity ratio progressively
went up, exceeding 0.8 in the period after one HRT. This
threshold (VFA/alk � 0.8) has been pointed before as an indi-
cator of imminent process failure [23]. The washout of nutri-
ents was discarded as a reason of reactor breakdown.
Ammonia N decreased sharply due to its negligible levels in
the influent TPOMW. However, due to the degradation of N
containing biopolymers, NH4–N was above 0.5 g L�1 until the
end of the experiment. Deficiencies in other nutrients (K, P,
Ca, Mg, S, Fe) were not detected either. These were present at
similar levels in reactor digesting TPOMW alone and in all
other reactors [24]. It is more likely that the process imbalance
could be due to the supply with TPOMW of heavy metals and/
or phenolic substances that inhibit microbial growth [7,8].
Copper, a strong inhibitor of methanogenesis [25], was more
available in the acidified reactor digesting TPOMW (192 ppm
dry weight) than in all other reactors [24].
Borja et al. [12] demonstrated that TPOMW can be
successfully digested using a complex nutrient-trace solution
in the start-up phase and increasing the OLR stepwise, thus
allowing microbial acclimatisation. These authors obtained
0.84 L CH4 L�1 d�1 and a COD removal efficiency over 90% from
the digestion of 40% diluted TPOMW (74.9% VS) with an OLR of
3.24 g COD L�1 d�1 in a 1 L reactor. It should be tested whether
gradually increasing the TPOMW load of reactors digesting
animal excreta allows for a more efficient VS removal and an
even enhanced biogas production than that reported here.
5. Conclusions
High and stable methane production (179 L CH4 kg�1 VS
loaded) was obtained from the mesophilic codigestion of 3:1
b i o m a s s a n d b i o e n e r g y 3 4 ( 2 0 1 0 ) 3 4 0 – 3 4 6346
cattle excreta:two-phase olive mill wastes with an OLR of
5.5 g COD L�1 d�1 and a HRT of 21.4 d. The quarter of the
reactor filled up with TPOMW, with its high biodegradability,
contributed to 75.6 L CH4 kg�1 VS of the total methane yield.
The excreta buffered the low pH and alkalinity of the TPOMW,
allowing its anaerobic biodegradation without the need of any
pre-treatment or chemical additive. Thermophilically, the
codigestion of both wastes rendered 17.3% more methane
than mesophilically. Reactor efficiency in terms of VS removal
was higher (ca. 54%) thanks to the codigestion of the residues.
The mixing ration should be optimized according to the
precise composition of the input materials.
Acknowledgements
We thank the Agricultural School in Rotholz (Tirol, Austria)
and the cooperative COATO in Totana (Murcia, Spain) for
providing us with the cattle excreta and TPOMW, respectively.
We also thank M.A. Sanchez Monedero, A. Roig and C. Mon-
dini for arranging the transport of TPOMW to our laboratory.
We thank C. Mondini for providing nutrient and heavy metal
contents of the digestion end products and E.A. Eladawy for
providing Fig. 1. M. Goberna was supported by the Marie Curie
Actions (MEIF-CT-2006-041034). The support of the Tiroler
Zukunftsstiftung for the K-Regio Center BioTreaT is
appreciated.
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