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b i om a s s a n d b i o e n e r g y 3 4 ( 2 0 1 0 ) 1 7 1 1e1 7 2 0
Avai lab le a t www.sc iencedi rec t .com
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Wastewater transformations and fertilizer value whenco-digesting differing ratios of swine manure and usedcooking grease in low-cost digesters
Stephanie Lansing a,*, Jay F. Martin b, Raul Botero Botero c, Tatiana Nogueira da Silva c,Ederson Dias da Silva c
aDepartment of Environmental Science and Technology, University of Maryland, 1445 Animal Sci./Ag. Eng. Bldg., College Park,
MD 20742-2315, United StatesbDepartment of Food, Agricultural, and Biological Engineering, The Ohio State University, 590 Woody Hayes Drive, Columbus,
OH 43210-1057, United StatescEARTH University, Apartado Postal 4442 e 1000, San Jose, Costa Rica
a r t i c l e i n f o
Article history:
Received 2 December 2008
Received in revised form
17 June 2010
Accepted 1 July 2010
Available online 24 July 2010
Keywords:
Anaerobic digestion
Methane
Biogas
Renewable energy
Costa Rica
* Corresponding author. Tel.: þ1 301 405 119E-mail address: [email protected] (S. La
0961-9534/$ e see front matter ª 2010 Elsevdoi:10.1016/j.biombioe.2010.07.005
a b s t r a c t
A nine-month co-digestion investigation was conducted in Costa Rica to optimize animal
wastewater treatment, renewable energy production, and fertilizer creation using 12
Taiwanese-model, plug-flow digesters (250 L each) constructed of tubular polyethylene and
PVC piping, operating without mechanical or heating components. The experiment tested
three replications of four treatment groups: the control (T0), which contained only swine
manure, and T2.5, T5, and T10, which contained 2.5%, 5%, and 10% used cooking grease (by
volume) combined with swine manure.
T2.5 had the greatest methane production (45 L d�1), a 124% increase from the control. No
adverse effects were observed from co-digesting 2.5% grease in terms of organic matter
removal, pathogen reduction, grease removal, and pH. Chemical oxygen demand (COD)
was reduced 94.7% to 1.96 g L�1, fecal coliforms and Escherichia coli were reduced 99.2 and
97.1%, respectively, and grease removal was 99.9%. The average effluent pH (7.05) and
alkalinity in T2.5 was within the optimal range for methanogens and increased signifi-
cantly during the nine-month experiment, likely due to adaptation of the methanogenic
organisms to the influent grease concentrations. Total nitrogen concentration decreased
34.0%, and NH4-N increased 97.1% during digestion in T2.5, with no significant differences
between T2.5 and T0. There was less phosphorus reduction with co-digestion, with
181 mg g�1 of total phosphorus (TP) in T2.5 and only 90.6 mg g�1 of TP in T0, resulting in
lower N:P ratios in the grease treatment groups due to the greater concentration of
phosphorus in the effluent.
ª 2010 Elsevier Ltd. All rights reserved.
7; fax: þ1 301 314 9023.nsing).ier Ltd. All rights reserved.
b i om a s s an d b i o e n e r g y 3 4 ( 2 0 1 0 ) 1 7 1 1e1 7 2 01712
1. Introduction mineralization, (3) increases N uptake shortly after applica-
Untreated wastewater from animal operations results in
contamination of waterways, noxious odors, and the release
of methane, which is a greenhouse gas with 21 times the
global warming potential of carbon dioxide [1]. When properly
harnessed in a digester, however, animal waste can be
transformed into an environmental and economic benefit. A
digester provides an optimal environment for microorgan-
isms that produce methane by using the wastewater as
a nutrient source. The digestion process results in a number of
benefits: the captured methane becomes a source of renew-
able energy, a liquid fertilizer is created, and wastewater
pollution, greenhouse gas emissions, and noxious odors are
sharply reduced [2e5]. Currently, there are over 35 million
small-scale digesters in India and China alone [6]. Small-scale
agricultural digesters can be inexpensive when located in
a tropical climate, and thus, can serve as an appropriate
technology that can increase household income, while
reducing environmental degradation associated with
improper manure management [7e10].
Research and development in digestion technology has
focused on large-scale, capital-intensive systems [11], which
are appropriate for industrial-scale farms, but are largely
inaccessible to the small and medium-scale farmer. Animal
feeding operations with fewer than 200 cows have been found
to be significant contributors of water pollution [12]. A small-
scaledigestercouldallowthesefarmers toutilizeandtreat their
waste on-site, while co-digesting this waste could increase
methane production and the economic value of the digester.
Small-scale digesters are often plug-flow, the contents are
not mixed, and continuous management or internal heating
are not requiredwhen located in a tropical climate [7,8,13]. The
solids tendtosettleout, resulting inbetterdegradationof solids
in these systems compared to completely mixed reactors [14].
Biogas with a highmethane content (60e75%) is produced and
used for heating, cooking, or electricity generation [9,15e17].
The effluent has a reduced odor due to ammonia gas capture,
a reduced concentration of organic pollutants in the effluent,
and during digestion nutrients are transformed from an
organic state to a dissolved state, which is a more useful form
for plant uptake [3,18,19]. A digester can add value to manure,
which is often viewed as a waste and not a resource [8,20].
Previous studies have shown the digester effluent has been
used successfully to enhance crop production, as a feed for
aquaculture, or as a fertilizer for algae and duckweed, which
can be harvested for animal food [14,19,21]. Ref [22] reported
higher corn yields from digested cattle slurry than raw
manure. Other studies have reported similar yields from
digested and rawmanure fertilized crops [23e25]. The benefits
of using digested manure for fertilizer reaches beyond food
production. When land applied, digested manure emits less
greenhouse gases and results in less N loss from leaching,
denitrifcation, and NH3 emissions than raw manure. Ref [26]
found less greenhouse gas emissions (CH4 and CO2)
following land application of digested manure due to the
decreased C:N ratio in digested swinemanure (10.5) compared
to raw manure (17.0). A decreased C:N ratio has a lower
viscosity, which (1) reduces N immobilization, (2) increases N
tion, (4) decreases N loss through denitrification, and (5)
decreases NH3 emissions due to increased infiltration into the
soil surface compared to raw manure [27e29].
1.1. Co-digestion
In order to increase the use and profitability of small-scale
digestion systems inboth thedevelopedanddevelopingworld,
these systems should be optimized for methane production to
increase energy availability. Co-digestion with carbon-rich
foodwastes, suchasgrease,hasbeenused in industrydue to its
positive effect on biogas production [30e33], but themixture is
usually a function of availability and is not always based on
knowledge of an optimal mixture [34e36].
Small-scale digesters are optimal for co-digestion due to
the dispersed nature of waste production sources [34,36]. By
co-digesting manure with grease, a digester can create a safe
and profitablemethod for disposal of household grease, whey,
or restaurant waste, which will extend the life of septic tanks,
the only waste system available in most rural areas [37]. The
small amount of grease co-digested withmanure ensures that
the most abundant waste source in rural areas, manure, can
be digested with obtainable amounts of seasonal or small-
scale production of grease wastes.
Previous studies have shown that digesting materials with
high-lipid content increases methane yield [38]. It has been
established that manure is the best co-digesting material for
high-fat wastes due to the high alkalinity of manure, which
increases digester resistance to acidification [39e42]. Addi-
tionally, manure has high ammonium levels, which are
important in bacterial growth. Co-digesting olive oil mill
wastewaters and fish oil (5%) with manure doubled the
production of biogas due to the higher concentration of lipids
and the higher biodegradability of the oil/grease containing
wastewaters compared to manure [40]. Co-digestion of olive
mill wastewaters with diluted poultry manure also increased
methane production by 150% without chemical addition [42].
Previous co-digestion studies have largely been conducted on
lab-scale systems or small, un-replicated pilot-scale systems
that are highly specialized, expensive, and energy intensive to
build and maintain [40,42e45]. These systems are largely
inaccessible to small-scale farmers [8,40,46].
1.2. Study objectives
Swine manure was co-digested with small amounts of used
cooking grease (2.5, 5, and 10% by volume of grease) using 12
field-scale digesters over nine months to investigate methane
production and transformation/removal processes of organic
matter, solids, nutrients, indicator microorganisms, and
grease/fats. The objective of the studywas to determinewhich
ratio of manure and grease was optimal both in terms of
methane production and wastewater treatment, and more
specifically, this study sought to determine if the increase in
methane production that could be obtained from the addi-
tional organic loading of the used cooking grease also resulted
in decreased fertilizer value or increased environmental
contamination risk.
b i om a s s a n d b i o e n e r g y 3 4 ( 2 0 1 0 ) 1 7 1 1e1 7 2 0 1713
2. Methods
2.1. Site description
The study was conducted in an outdoor digester laboratory at
the Escuela de Agricultura de la Region Tropical Humeda
(EARTH) University in Costa Rica. EARTH University is located
in the humid tropics (10� 110 N, 83� 400 E) at an elevation of
50 m, with average temperatures ranging from 24 �C in
January to 26 �C in May, and an average annual precipitation
of 3e4 m, distributed throughout the calendar year. The
digester laboratory is housed in an open-air, roofed building,
with the digesters operating at ambient temperatures.
Twelve field-scale Taiwanese-model, plug-flow digesters
were constructed in the digester laboratory using 250 L tubular
polyethylene bags. Each tubular bag had a diameter of 0.32 m,
and length of 3.1 m, and the polyethylene material had
a thickness of 0.2 mm (Fig. 1). The digesters had an 80% liquid
phase (200 L), with up to 50 L available for in-vessel biogas
storage. The majority of the produced biogas flowed by pres-
sure to a 250 L biogas storage bag located above each digester.
In the co-digestion experiment, there were three replica-
tions of four treatment groups: the control (T0), which con-
tained only swine manure and no waste grease, and T2.5, T5,
and T10, which contained 2.5%, 5%, and 10% used cooking
grease (by volume) combined with swine manure. The
digesters were fed daily with 5 L of the prescribed mixture.
Each digester had a 40-day retention time. To begin the study,
manurewas added to all 12 digesters for 90 days to ensure that
all digesters were beginning the experiment with an active
microbial community. The methane production stabilized
after 90 days, and the nine-month experiment (May
2007eFebruary 2008) commenced.
The swine manure was collected daily from the EARTH
University 50-pig farm. The pigs were, on average, 50-kg and
were fed campus cafeteria food wastes, sugar cane, whey,
floating aquatic vegetation, and protein feed. The daily prac-
tice at the farm was to wash the concrete stalls daily with
Fig. 1 e Pictured are the 12 Taiwanese-model, plug-flow
digesters used in this experiment housed in an outdoor
digester laboratory at the Escuela de Agricultura de la
Region Tropical Humeda (EARTH) University in Costa Rica.
The digesters consist of tubular polyethylene, PVC piping,
and plastic hosing. There are no mixing components,
mechanical devices, or heating apparatus in the digesters.
a high velocity spray hose. Themanure/wash water flowed by
gravity through a 1-inch mesh screen to remove fibers and
into a full-scale anaerobic digester that supplied cooking fuel
and electricity for the farm [17]. The accumulated manure
fibers collected on the screens were removed daily and com-
posted. There was no bedding in the stalls.
For this experiment, manure was manually collected daily
using a shovel from the concrete pins before the morning
washing, placed in two 5 gallon buckets, and carried to the
outdoor digestion laboratory. Once in the digester laboratory,
themanurewasfiltered througha1-inchsieve to removefibers,
and the liquid fraction was diluted 4:1 with wash water in
accordance with farm practices. The used cooking grease was
collected monthly from the EARTH University cafeteria and
stored in a 250 L opaque plastic drum at ambient temperature.
The water quality characteristics of the manure and used
cooking grease are listed in Table 1. The increase in volatile
solids (VS) fromthecontrolwithgreaseadditions intheT2.5,T5,
andT10treatmentgroupswere113,206,and453%, respectively.
2.2. Water quality analysis
Influent and effluentwater sampleswere collected everyweek
fromMay15, 2007 toAugust 15, 2007 andevery twoweeks from
September 1, 2007 to February 1, 2008. The samples were
analyzedon-site for temperatureandpHusingahand-held556
MPS YSI� probe. Samples were analyzed for chemical oxygen
demand (COD), volatile solids (VS), ammonium (NH4-N), total
kjeldahl nitrogen (TKN), alkalinity, phosphates (PO4-P) and
total phosphorus (TP) using standard methods at the EARTH
University Water and Soil Laboratory [47].
Influent and effluent samples were collected and analyzed
at LAMBDA Laboratory in San Jose, Costa Rica for percentage
of grease, total coliforms, and Escherichia coli (E. coli) within
24 h of collection [47,48]. The total coliforms and E. coli results
are reported as Most Probable Number (M.P.N) per m3.
2.3. Biogas analysis
Biogas production was measured three times a week using 12
American Meter Company gas flow meters (model AC-250) with
IMAC Systems pulse digital counters and a vacuum pump. The
percentage of CH4 in the produced biogas was analyzed
weekly using an IR-30M methane meter (Environmental
Sensors�). Methane production data was calculated by
multiplying the biogas production rate by the percentage of
methane in the produced biogas.
2.4. Statistical analysis
Biogas and water data were analyzed using analysis of vari-
ance (ANOVA) and subsequent TukeyeKramer multiple
comparisons to determine which variables were significantly
different. P values <0.05 were considered significant. The
following variables were log-transformed in order to meet the
ANOVA assumptions: COD, TS, VS, turbidity, TP, total coli-
forms, E. coli, and biogas production. After transformation, the
skewness, kurtosis, and normality improved. All values in the
results section and tables are averages and include standard
error and n-values.
Table 1 e Waste characteristics for the swine manure and used cooking grease used in the experimental digesters. Allvalues are averages ± standard error, with number of samples in ( ). The waste characteristics include temperature, pH,chemical oxygen demand (COD), and volatile solids (VS).
Temperature (�C) pH COD (g L�1) VS (g L�1)
Manure 25.2 � 0.3 (26) 7.5 � 0.1 (26) 20.0 � 1.1 (25) 13.7 � 1.4 (23)
Used Cooking Grease 26.8 � 0.5 (19) 4.6 � 0.2 (18) 811 � 195 (19) 714 � 75 (16)
b i om a s s an d b i o e n e r g y 3 4 ( 2 0 1 0 ) 1 7 1 1e1 7 2 01714
3. Results
3.1. Temperature, pH, and alkalinity
All influent and effluent results are given in Tables 2 and 3,
respectively. The liquid temperature of the digesters averaged
25.5 �C. The influent and effluent temperatures were signifi-
cantly greater in the first six months (26.8 and 25.6 �C,respectively) of the experiment (MayeOctober) than the last
three months (24.2 and 23.5 �C, respectively) (Novem-
bereJanuary) (influent ANOVA P < 0.001; F ¼ 29.2; effluent
ANOVA P < 0.001; F ¼ 277). There were no significant differ-
ences in influent pH amongst the four treatment groups, likely
due to the immiscible nature of the grease/manure mixtures
interfering with pH measurements (Table 2). The average
effluent pH of the last three months (7.17) of the experiment
was significantly greater than the first six months (6.98)
(ANOVA P < 0.001; F ¼ 36.1).
Effluent pH and alkalinity were significantly greater in the
control than T2.5, but only by 1.8 and 2.2%, respectively (Table
3). The influent and effluent alkalinities were significantly
greater in the last three months of the experiment (2.22 and
2.46 g L�1 as CaCO3, respectively) than the first three months
(1.60 and 1.83 g L�1 as CaCO3, respectively) (influent ANOVA
P ¼ 0.008; F ¼ 5.23; effluent ANOVA P < 0.001; F ¼ 34.1).
3.2. Organic matter and solids reductions
Overall, COD concentrations in the 12 digesters were reduced
94.7% from the influent to the effluent (ANOVA P < 0.001;
F ¼ 2720), with all grease treatments having significantly
higher influent COD concentrations than the control (Table 2),
Table 2e Influentwaste characteristics for the four treatment gon co-digesting swinemanure and used cooking grease. Thew(COD), total solids (TS), volatile solids (VS), total kjeldahl nitrogorthophosphate (PO44
L-P). All values are averages ± standard esignificant differences among treatment groups (within each r
Variable Units T0 T2.5
Temperature (�C) 25.2 � 0.3 (26) 26.4 � 0.4 (26
pH 7.49 � 0.10 (26) 7.28 � 0.09 (2
Alkalinity g L�1 as CaCO3 2.44 � 0.16 (19)A 2.18 � 0.12 (1
COD g L�1 20.0 � 1.1 (25)A 37.8 � 3.8 (23
TS g L�1 18.0 � 1.6 (22)A 34.4 � 3.1 (24
VS g L�1 13.7 � 1.4 (23)A 29.2 � 2.8 (24
TKN mg g�1 925 � 40 (23) 864 � 42 (25
NH4þ-N mg g�1 214 � 13 (21) 224 � 14 (24
TP mg g�1 285 � 22 (15) 246 � 22 (15
PO4�eP mg L�1 148 � 21 (13) 164 � 22 (11
Oil/Grease content mg L�1 639 � 98 (3)A 15800 � 3610 (
and T10 having significantly higher effluent COD than all
other treatments (Table 3). Overall, the TS concentrations
were reduced 92.9% from the influent to the effluent (ANOVA
P-value < 0.001; F ¼ 3520) and the VS concentrations were
reduced 96.6% from the influent to the effluent (ANOVA
P< 0.001; F¼ 3730). The influent and effluent VS concentration
in T10 were significantly greater than all other treatments
(Tables 2 and 3).
3.3. Nutrient transformations
On average, TKN was reduced 36.2% from the influent to the
effluent (ANOVA P < 0.001; F ¼ 387), while NH4þ-N increased
87.8% (ANOVA P < 0.001; F ¼ 467). There were no significant
differences amongst the four treatment groups in the influent
TKN, NH4þ-N, TP, or PO4
�-P concentrations (Table 2). The
average TPwas reduced 33.5% from the influent to the effluent
(ANOVA P < 0.001; F ¼ 60.8), and PO4�-P was reduced 33.2%
(ANOVA P < 0.001; F ¼ 37.4). T0 had significantly higher
effluent NH4þ-N concentration than T5 and T10 and signifi-
cantly lower TP and PO4�-P concentrations than all grease
treatments (Table 3).
3.4. Grease removal
The grease concentrations in T2.5 and T5 were reduced 99.9%
(ANOVA P < 0.001; F ¼ 211; ANOVA P < 0.001; F ¼ 177,
respectively), and 99.8% in T10 (ANOVA P < 0.001; F ¼ 49.7)
(Tables 2 and 3). The effluent grease concentrations were not
significantly different between T0, T2.5 and T5 (Table 3). In
T2.5 and T5, the effluent grease concentrations were signifi-
cantly greater in August and October than in December and
January (ANOVA P¼ 0.007; F ¼ 12.2; ANOVA P< 0.001; F¼ 34.8,
roups (T0, T2.5, T5, and T10) froma nine-month experimentaste characteristics given include chemical oxygen demanden (TKN), ammonium (NH4
D-N), total phosphorus (TP), andrror, with number of samples in ( ). Letters representow) from the TukeyeKramer analysis of difference.
T5 T10 ANOVA results
) 26.5 � 0.4 (26) 26.5 � 0.4 (25) P ¼ 0.08; F ¼ 2.3
6) 7.23 � 0.11 (25) 7.08 � 0.14 (25) P ¼ 0.07; F ¼ 2.4
9)AB 1.87 � 0.15 (19)BC 1.65 � 0.11 (19)C P ¼ 0.001; F ¼ 6.4
)B 44.9 � 4.5 (24)BC 56.5 � 5.6 (24)C P < 0.001; F ¼ 27.8
)B 43.6 � 3.9 (24)B 77.6 � 5.1 (20)C P < 0.001; F ¼ 58.0
)B 41.9 � 4.2 (26)C 75.8 � 5.8 (22)D P < 0.001; F ¼ 70.6
) 941 � 40 (25) 900 � 52 (23) P ¼ 0.60; F ¼ 6.2
) 221 � 14 (24) 225 � 11 (24) P ¼ 0.93; F ¼ 0.15
) 253 � 24 (14) 258 � 23 (15) P ¼ 0.61; F ¼ 0.61
) 134 � 19 (13) 138 � 17 (13) P ¼ 0.76; F ¼ 0.49
3)B 25700 � 750 (3)BC 47200 � 11000 (3)C P < 0.001; F ¼ 98.0
Table 3e Effluentwaste characteristics for the four treatment groups (T0, T2.5, T5, and T10) froma nine-month experimenton co-digesting swinemanure and used cooking grease. Thewaste characteristics given include chemical oxygen demand(COD), total solids (TS), volatile solids (VS), total kjeldahl nitrogen (TKN), ammonium (NH4
D-N), total phosphorus (TP), andorthophosphate (PO4
L-P). All values are averages ± standard error, with number of samples in ( ). Letters representsignificant differences among treatment groups (within each row) from the TukeyeKramer analysis of difference.
Variable Units T0 T2.5 T5 T10 ANOVA results
Temperature (�C) 24.7 � 0.1 (78) 25.0 � 0.1 (78) 24.9 � 0.1 (78) 25.0 � 0.1 (77) P ¼ 0.22; F ¼ 1.5
pH 7.18 � 0.01 (76)A 7.05 � 0.02 (78)B 7.02 � 0.02 (78)B 6.88 � 0.02 (75)C P < 0.001; F ¼ 51.6
Alkalinity g L�1 as CaCO3 2.60 � 0.06 (69)A 2.15 � 0.05 (68)B 2.00 � 0.05 (69)B 1.71 � 0.05 (68)C P < 0.001; F ¼ 46.6
COD g L�1 1.82 � 0.12 (73)A 1.96 � 0.12 (72)A 1.96 � 0.12 (73)A 2.62 � 0.16 (67)B P < 0.001; F ¼ 9.5
TS g L�1 2.98 � 0.06 (72) 3.02 � 0.07 (72) 2.95 � 0.05 (68) 3.11 � 0.08 (67) P ¼ 0.37; F ¼ 1.1
VS g L�1 1.30 � 0.05 (75)A 1.33 � 0.05 (74)A 1.28 � 0.04 (71)A 1.54 � 0.06 (69)B P < 0.001; F ¼ 6.1
TKN mg g�1 605 � 13 (67)A 575 � 12 (60)AB 582 � 11 (62)AB 553 � 12 (63)B P ¼ 0.024; F ¼ 3.2
NH4þ-N mg g�1 447 � 10 (74)A 415 � 9 (71)AB 410 � 9 (74)B 387 � 7 (73)B P < 0.001; F ¼ 7.6
TP mg g�1 90.6 � 5.0 (44)A 181 � 10 (43)B 199 � 8 (44)BC 224 � 7 (40)C P < 0.001; F ¼ 7.6
PO4�eP mg L�1 51.5 � 2.1 (38)A 92.2 � 3.6 (39)B 109 � 4 (38)C 139 � 5 (34)D P < 0.001; F ¼ 85.9
Oil/Grease content mg L�1 10.4 � 1.7 (12)A 9.7 � 2.6 (11)A 14.8 � 3.6 (12)AB 89.7 � 36.4 (9)B P < 0.01; F ¼ 4.3
b i om a s s a n d b i o e n e r g y 3 4 ( 2 0 1 0 ) 1 7 1 1e1 7 2 0 1715
respectively), but there were no significant differences in
effluent grease concentrations over time in T10 (ANOVA
P ¼ 0.14; F ¼ 2.8).
3.5. Indicator microorganism removal
The average total coliforms were reduced 99.2% (ANOVA
P < 0.001; F ¼ 27.6) and E. coli counts were reduced 97.1%
(ANOVA P< 0.001; F¼ 29.2) (Table 4). Therewere no significant
differences amongst the treatment groups in effluent coli-
forms (ANOVA P ¼ 0.96; F ¼ 0.10) or E. coli (ANOVA P ¼ 0.98;
F ¼ 0.06). The influent variation was greater than the effluent,
but both were highly variable, which is common with micro-
bial analysis of wastewater [49].
3.6. Methane and biogas production
T10 and T2.5 had the highest biogas production rates, which
were significantly greater than T5 and T0 (Table 5). T0 and T2.5
treatment had a greater percentage of CH4 in the produced
biogas than T5 and T10 (ANOVA P < 0.001; F ¼ 171) (Table 5).
Multiplying biogas production by the percentage of methane
revealed total methane production. Methane production was
greatest in T2.5, which was 124% greater than T0. T10 had the
highest biogas production, but due to the lower percentage of
methane in the produced biogas, the overall methane
Table 4 e Average total coliforms and Escherichia coli inthe influent and effluent of all four treatment groups froma nine-month experiment on co-digesting swinemanureand used cooking grease are given. All values areaverages ± standard error, with number of samples in ( ).The values are reported as most probably number(M.P.N.) per m3.
Total Coliforms Escherichia coli
M.P.N. � 1012 per m3 M.P.N. � 109 per m3
Influent 279 � 106 (9) 376 � 47 (9)
Effluent 2.33 � 0.53 (34) 10.9 � 2.7 (34)
% Reduction 99.2% 97.1%
production was lower. No further benefits, in terms of total
methane production, were seen from increasing the amount
of grease above T2.5.
4. Discussion
The co-digestion experiments on Taiwanese-model, plug-flow
digesters operating at the lower end of the mesophilic range
(22e26 �C) revealed a 124% increase in energy production
when swine manure was co-digested with 2.5% used grease
(by volume). The long retention time (40 days) of the plug-flow
digesters in the current study, combined with high VS
reduction (96.6%), and co-digestingwith amaterial with a high
VS load (113% increase in VS in T2.5 compared to T0) led to
methane yields, based onVS added, of 0.31m3 kg�1 d�1 in T2.5,
which is similar or greater than completely mixed manure
digesters operating at 35 �C treating dilute swine manure [50],
dilute poultry manure [51], and dairy manure [52] (Table 6).
Conversely, the methane yields were similar or lower than
completely mixed digesters that co-digested manure with
high-lipid containing compounds, whose methane yields’
ranged from 0.25e0.68 m3 kg�1 d�1 [41,42,52,53] (Table 6). Co-
digesting could increase the profitability of Taiwanese-model
Table 5 e Biogas quantity (biogas production), quality(methane), and total methane production are given foreach treatment group (T0, T2.5, T5, and T10) from a nine-month experiment on co-digesting swine manure andused cooking grease. All values are averages ± standarderror, with number of samples in (). Letters representsignificant differences among treatment groups (withineach column) from the TukeyeKramer analysis ofdifference.
Treatment BiogasProduction
(L d�1)
Methane (%) MethaneProduction
(L d�1)
T0 28.8 � 0.7 (93)A 69.9 � 0.2 (57)A 20.1
T2.5 67.3 � 1.5 (117)B 66.9 � 0.2 (58)B 45.0
T5 57.8 � 1.4 (117)C 65.9 � 0.2 (65)C 38.1
T10 69.7 � 1.8 (114)BD 63.2 � 0.1 (65)D 44.1
Table 6eComparisons are given between the current study, non-mixed digesters, and completelymixed reactorswith andwithout co-digestion. Variables given include reactor size, temperature, retention time, methane yield, and volatile solid(VS) reduction. Average values or ranges of values from various treatment groups are given.
ReactorSize (L)
Temp(�C)
RetentionTime (days)
MethaneYield
on Influent VS(m3 kg�1 d�1)
VS Reduction(%)
Reference
Non-mixed digesters
Swine manure and used cooking grease 250 22e26 40 0.31 96.6 This study
Dilute dairy manure: baffled reactor 2 35 2e15 0.025e0.166 49e77 [51]
Swine manure: attached growth reactor 20 35 10 0.23a 69b [50]
Completely mixed reactors
Dilute poultry manure 40,000 56.6 10 0.155 49.7 [69]
Dilute dairy manure 2 35 2e15 0.024e0.156 54e72 [51]
Dairy manure 3 37 15 0.224 37 [52]
Completely mixed reactors with co-digestion
Dairy manure and fish offal 1 35 N.A. 0.38c 43.7 [53]
Poultry manure and olive mill wastewater 25 35 20 0.25e0.32 69.8d [42]
Dairy manure and glycerol trioleate 3 37 15 0.382 51 [52]
Swine manure, slaughterhouse,
grease trap, restaurant, fruit and vegetable waste
3 35 28e36 0.68 N.A. [41]
a Methane yield based on COD removed in m3 kg�1 d�1.
b Reduction of volatile suspended solids (VSS).
c Methane yield based on VS removed in m3 kg�1 d�1.
d The authors stated the high VS reduction is partially attributed to weekly removal of foam which was not accounted for in calculating VS
removal; N.A.: not available.
b i om a s s an d b i o e n e r g y 3 4 ( 2 0 1 0 ) 1 7 1 1e1 7 2 01716
digestion systems and allow them to compete with more
expensive completely mixed reactors in terms of methane
production, while operating at lower temperatures without
energy-intensive heating components and removing a greater
percentage of solids and organic pollutants than most indus-
trial digesters.
In addition, to the energy production enhancement capa-
bilities of co-digestion, this study sought to understand the
water quality implications of co-digesting grease in low
temperature, non-mixed, plug-flow reactors. Due to decreases
in total methane production when increasing grease concen-
trations beyond 2.5%, the discussion will focus on the effects
of effluentwater quality in T2.5 compared to the control, T0. In
terms of organic matter (COD, TS, VS), pathogens (indicator
organisms) and grease reductions, no adverse effects were
shown from co-digesting with 2.5% used cooking grease.
Additionally, pH and alkalinity levels rose during the experi-
ment in all treatment groups, with the highest levels seen
during the last three months of the nine-month study, likely
due to adaptation of the methanogenic organisms to the
influent grease concentrations [49]. The average effluent pH in
T2.5 was above 7.0 and within the optimal range (6.5e7.5) for
methanogens [54]. While there were no significant differences
in effluent nitrogen (TKN, NH4þ-N) concentrations between
T2.5 and T0, phosphorus levels (TP and PO4�-P) were signifi-
cantly lower in T0, which affects effluent fertilizer application
rates and implies that solid accumulation was occurring, as
discussed below.
4.1. Organic matter and solids reductions
Small-scale, plug-flowdigesters can reduceorganicmatter and
solids by 50e95% [16,55e58]. The current study had a higher
COD loading (20.0e56.5 g L�1) than previous studies on
Taiwanese-model digesters in Vietnam (1.91 g L�1) [55],
Colombia (0.012 g L�1) [56], and Costa Rica (0.96e4.7 g L�1)
[16,57], which likely led to the higher percent reductions in
COD. The high variability of influent organic matter concen-
trations in Taiwanese-model digesters reinforces the need to
co-digest according to increases in COD (or VS) in the co-
digesting greasematerial and not by volume. T2.5 corresponds
to a 113% increase in VS and an 89% increase in COD compared
to T0. The higher loading rate of the current study in compar-
ison to other Taiwanese-model digesters, suggests that the
optimal volumeof used cooking grease could be even less than
2.5% in currently operating Taiwanese-model digesters.
The percent reduction of VS in the current study (96.6%) is
also higher than completely mixed, non-mixed baffled, and
fixed-film digesters, which operated at higher temperatures
and shorter retention times than the current study and aver-
aged VS reductions of 50% (Table 6). The higher solids reten-
tion time of the plug-flow digesters used in this study likely
contributed to the higher organic matter removal efficiencies
and increased methane production due to additional micro-
bial binding sites within the retained solids and additional
time for the methanogens to utilize the substrate at the lower
operating temperatures [14,58e60].
The non-mixing aspect of Taiwanese-model digesters
encourages settling and long-term degradation of the solids.
Long-term (2e10 years) studies, tracer studies, and sampling
along the length of the plug-flow Taiwanese-model digesters
need to be conducted to determine the effect of solid retention
on digester performance over time and the extent to which
the high VS reductions seen in this study is due to conversion
of substrate to methane versus accumulation of solids within
the digestion environment.
b i om a s s a n d b i o e n e r g y 3 4 ( 2 0 1 0 ) 1 7 1 1e1 7 2 0 1717
4.2. Grease digestion and retention in Taiwanese-modeldigesters
While thousands of Taiwanese-model digesters are opera-
tional around the world, digester clogging has been sited as
a concern in many countries [61]. Co-digestion with grease
could compound the clogging risk. The digesters were opened
after the experiment was terminated, and clogging was not
observed in T0 and T2.5, but was evident in T10. In addition, it
was determined that after one year of waste addition VS
concentrations were greater inside the digester than in the
influent wastewater for T0 (46.7%), T5 (65.6%), and T10 (572%),
which can be attributed to the large quantity of active biomass
in the digesters and build-up of recalcitrant material. In
addition to T2.5 having a 124% increase in CH4 production,
there was 14.8% less VS inside the digester compared to its
influent wastewaters. This data implies that: (1) solid accre-
tion is occurring in T0, T5, and T10, but not necessarily in T2.5
(2) co-digestion with small amounts of grease (T2.5) increases
overall digestion efficiency resulting in less sold accumulation
inside the digester over time, but (3) increasing the grease
concentration above this threshold could be detrimental and
decrease the lifetime of the system due to clogging.
The reductions in TP and TKN in T0 (68% and 35%,
respectively) and T2.5 (26% and 34%, respectively) imply that
solid retention is occurring. Decreasing TKN concentrations
have been found in a previous study of Costa Rican Taiwa-
nese-model digesters (45.7%) and in attached growth digesters
(8.4%) [11,54]. TP reductions have been found in a sludge bed
reactor (25.5%), attached growth digesters (20%), and a plug-
flow dairy digester with vertical mixing (8.7%), but no signifi-
cant reductions in TP have been found in numerous studies of
completely mixed reactors treating swine manure
[29,50,62,63]. The significantly higher reduction in TP in the
control group implies that more manure solids were accu-
mulating in T0 compared to the grease treatments. The grease
additions did not contain additional influent phosphorus
(Table 2), and thus it is believed that any grease that did
accumulate in the digester resulted in less manure solids
settling in digestion environment and more manure solids
and the phosphorus associated these solids reaching the
effluent of the grease treatments.
4.3. Indicator organism reductions
Livestock fecal material contains large numbers of microor-
ganisms, including bacteria, viruses, and protozoa. The vast
majority of fecal microbes are harmless, but pathogenic
organisms can be present and their release to aquatic envi-
ronments can be a transport route to humans [64]. Only a few
studies have assessed the efficiency of pathogen removal
through anaerobic digestion, and these studies were largely
conducted on lab-scale, mixed systems [65].
The current study showed 99.2% and 97.1% reductions in
coliforms and E. coli, respectively, but there were still
2.33 � 1012 and 10.9 � 109 M.P.N. per m3 respectively, in the
effluent. Due to the relatively low temperature of the digesters
in this study (25 �C), complete organism die-off is unlikely. A
portion of the indicator organisms likely settled in the digester
with the solid material and could be released into the envi-
ronment if the settled solids were disturbed.
Similar effluent reductions/concentrations of indicator
organisms were found in a study of three Taiwanese-model
digesters at small farms in Vietnam (94.1 and 81.7% reductions
in coliforms and E. coli, respectively) [55], and in a mesophilic,
plug-flow digester with vertical mixing in the U.S. (99.5%
reductions in coliforms, which had 39.8 � 109 colony-forming
units (C.F.U.) per m3 in the effluent) [63]. It should be noted
that CFU usually yield lower microbial counts than MPN. Due
to the probabilistic basis for calculating the MPN [66]. Ref [65]
found 97.9e99.9% reductions in indicator organisms in
psychrophilic (20 �C) sequencing batch reactors treating dilute
swine slurries, with pathogens (Salmonella, Cryptosporidium
and Giardia) undetected in all effluent samples. The ability of
a psycrophilic digester to achieve reductions of indicator
organisms to undetectable levels with low COD concentra-
tions (12.9e96.3mg L�1) are added is optimistic for Tawainese-
model digesters, which operate in the lower-portion of the
mesophilic range. If pathogen control is imperative for the
success of the digester, Ref [65,67,68] studies imply that
50e100% reduction of pathogens is achievable at low
temperature (20e35 �C) with long retention times, but to
obtain complete pathogen removal in the Tawainese-model
digestion systems, higher temperatures and/or treatment of
more dilute manure may be necessary.
4.4. Fertilizer value
The percent increase in NH4þ-N during digestion was larger in
T0 (109%) than T2.5 (85.5%), and larger than those reported in
Taiwanese-model digestion studies in Costa Rica (78.5%) and
Columbia (33.1%) [16,56], which implies greater degradation of
the solid material in the current study. It should be noted that
the overall concentration of NH4þ-N in the effluent of T2.5
(415 mg g�1) is similar to other Taiwanese-model studies
[16,19], but significantly less than completely mixed reactor
studies, which have reported effluent NH4þ-N concentrations
near or above 2 g L�1 [53,63,69]. TP was reduced 68.2% during
digestion in the control, but only 26.4e13.2% in the grease
treatments, resulting in effluent TP concentrations in the
grease treatments ranging from 181 to 224 mg g�1, more than
double the control (90.6mg g�1). Effluent PO4�-P concentrations
were also almost double in the grease treatment groups
(92.2e139 mg L�1) compared to the control (51.5 mg L�1).
Thus, the grease treatments had less nitrogen (N) andmore
phosphorus (P) in the effluent compared to the control, which
imply that the fertilizer value of the effluent is affected by
grease addition. The N:P ratio of the control effluent was 6.7:1,
which is close to uptake needs of corn (7.5:1) [70]. The T2.5
treatment had half the N:P ratio of the control group (3.2:1),
which is less than raw manure (3.9:1) and effluent from
psychrophilic anaerobic sequencing batch reactors (5.2:1) [29].
The Taiwanese-model digesters without grease co-digestion,
T0, did have a greater effluent fertilizer compared to raw
manure and completely mixed reactor effluents, which did
not report P retention [14], and thus, application of co-digested
manure in plug-flow systems may not recommended for P-
saturated fields.
b i om a s s an d b i o e n e r g y 3 4 ( 2 0 1 0 ) 1 7 1 1e1 7 2 01718
5. Conclusions
The results from this study prove that co-digestion with
organic-richsubstances, suchasusedcookinggrease,optimize
low-cost digesters for methane production, while preserving
the waste treatment value of the low-cost digestion system.
Specifically, the study found that co-digesting small amounts
of used cooking grease (2.5% by volume or 113% by VS) with
swine manure more than doubles CH4 production, which will
allow the small to medium-scale farmer to obtain more
renewable energy from their wastes. Co-digesting with grease
does not affect the concentration of organics, solids, indicator
organisms, or grease in the effluent, and thus, does not
increase the environmental impact of digested wastes on the
surrounding environment. The high alkalinity of the manure
allows the digesters to function with low concentrations of
grease without pH control devices. The grease treatments
effluents had lower N:P ratios due to the greater concentration
of phosphorus in the effluent compared to the control, and
thus, the effluent should be used in treatment wetlands, if
nearby crop areas are phosphorus-saturated.
Co-digestion allows low-cost digesters to compete with
moreexpensivecompletelymixedreactors in termsofmethane
production,whilepreserving their affordability,easeofuse,and
high removal of solids andorganicmatter. The results from this
study canbeusedby farmerswithexisting low-cost digesters or
can be used as an incentive for small to medium-scale farmers
to install low-cost digesters. More long-term studies need to be
conducted to assess solid retentionwithin low-cost digesters to
determine if clogging will occur over time.
Acknowledgements
This material is based upon work supported by the National
Science Foundation (project # 60012470), Department of
Energy (award # DE-FG02-04ER63834), and the Ohio State
University’s Targeted Investments in Excellence ‘Carbon-
eWatereClimate’ Project. We would like to thank the labora-
tory and research staff at EARTH University for their
assistance in the research, including Bert Kohlmann, Jane
Yeomens, and Herbert Arrieta. We also wish to thank the
student workers at EARTH University and our Central State
University counterparts, Sritharan Subramania and Bryan
Smith. Additional thanks are also extended to Richard Fort-
ner, David Hansen, Pat Rigby, and Carol Moody for their
administrative guidance.
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