anaerobic digestion of onion residuals using a mesophilic anaerobic phased solids digester
TRANSCRIPT
b i om a s s an d b i o e n e r g y 3 5 ( 2 0 1 1 ) 4 1 7 4e4 1 7 9
Avai lab le at www.sc iencedi rect .com
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Anaerobic digestion of onion residuals using a mesophilicAnaerobic Phased Solids Digester
Rowena T. Romano, Ruihong Zhang*
Department of Biological and Agricultural Engineering, University of California, Davis, 2030 Bainer Hall, One Shields Avenue, Davis,
CA 95616-5294, USA
a r t i c l e i n f o
Article history:
Received 25 February 2010
Received in revised form
7 June 2011
Accepted 17 June 2011
Available online 5 August 2011
Keywords:
Onion
Anaerobic Phased Solids Digester
Biogas
Anaerobic digestion
Food processing residuals
Energy
* Corresponding author. Tel.: þ1 530 752 953E-mail address: [email protected] (R.
0961-9534/$ e see front matter ª 2011 Elsevdoi:10.1016/j.biombioe.2011.06.036
a b s t r a c t
The anaerobic digestion of onion residual from an onion processing plant was studied
under batch-fed and continuously-fed mesophilic (35 � 2 �C) conditions in an Anaerobic
Phased Solids (APS) Digester. The batch digestion tests were performed at an initial loading
of 2.8 gVS L�1 and retention time of 14 days. The biogas and methane yields, and volatile
solids reduction from the onion residual were determined to be 0.69 � 0.06 L gVS�1,
0.38 � 0.05 L CH4 gVS�1, and 64 � 17%, respectively. Continuous digestion tests were carried
out at organic loading rates (OLRs) of 0.5e2.0 gVS L�1 d�1. Hydrated lime (Ca(OH)2) was
added to the APS-Digester along with the onion residual at 16 mg Ca(OH)2 gVS�1 to control
the pH of the biogasification reactor above 7.0. At steady state the average biogas yields
were 0.51, 0.56, and 0.62 L gVS�1 for the OLRs of 0.5, 1.0, and 2.0 gVS L�1 d�1 respectively.
The methane yields at steady state were 0.29, 0.32, and 0.31 L CH4 gVS�1 for the OLRs of
0.5, 1.0, and 2.0 gVS L�1 d�1 respectively. The study shows that the digestion of onion
residual required proper alkalinity and pH control, which was possible through the use of
caustic chemicals. However, such chemicals will begin to have an inhibitory effect on the
microbial population at high loading rates, and therefore alternative operational parame-
ters are needed.
ª 2011 Elsevier Ltd. All rights reserved.
1. Introduction digestion processes (i.e., single-phase and two-phase systems)
Food processing residuals contain biodegradable material and
can cause many environmental problems if disposed of into
a landfill, including the release of greenhouse gases, volatile
organic compounds, odors into the atmosphere, and seepage
and runoff of leachate towater resources. An environmentally
safer approach may be through the controlled treatment of
these residuals via anaerobic digestion. Anaerobic digestion
produces a biogas, containing methane (CH4) and carbon
dioxide that can be used as a source of renewable energy. Food
processing plants can utilize the biogas to meet the energy
demands of their facilities. Different types of anaerobic
0; fax: þ1 530 752 2640.Zhang).ier Ltd. All rights reserve
have been previously investigated for digestion of food
processing residuals [1e7]. Since the hydrolysis and bio-
gasification phases of anaerobic digestion are separated in
a two-phase system, the design offers more flexibility in
handling variable loading. Two-phase systems may also
provide more process stability over a single-phase system
when digesting solid vegetable residuals [7], and are suitable
for residuals containing high amounts of soluble organics [8].
A new solids digestion system, an Anaerobic Phased Solids
(APS) Digester [9] was developed at the University of
California, Davis (UCDavis), and has been successfully applied
for conversion of various organic solid residuals [10e12].
d.
Hydrolysis Reactor
Biogasification Reactor
Biogas recirculationfor mixing Onions
Pump
Return liquid
Biogas to gas meter
Biogas to gas meter
Screens
Biomediapellets
Fig. 1 e Schematic of a batch-fed APS-Digester system used
for the treatment of onion residual.
b i om a s s a n d b i o e n e r g y 3 5 ( 2 0 1 1 ) 4 1 7 4e4 1 7 9 4175
The system uses a solid bed reactor as the hydrolysis reactor
and an anaerobic sequencing batch reactor (ASBR) or an
anaerobic mixed biofilm reactor (AMBR) as the biogasification
reactor. Previous studies of the APS-Digester were concen-
trated on the batch digestion of solid organic residuals using
several hydrolysis reactors coupled to one biogasification
reactor. However, for rapidly degradingmaterials such as food
processing residuals, coupling one hydrolysis reactor to one
biogasification reactor may be an appropriate approach.
A fresh cut onion processing facility located in Southern
California currently produces 91e136 wet mton of onion
waste per day. The onion residual, consisting of cull onions,
skins, flesh, and top and bottom trims, is disposed at a landfill
and therefore justifies the need to find environmentally-
friendly alternatives. The objectives of this study were to
determine the digestibility of onion residuals in terms of
biogas yield, methane yield, and volatile solids reduction. The
digestibility of the onion residual was studied using a two-
phase APS-Digester, first under batch-fed operation then
under continuous-fed operation.
2. Materials and methods
2.1. Characterization of onion residual
Fresh onion residual was collected by a Southern California
onion processor and delivered to the Bioenvironmental
Engineering Lab at the University of California, Davis (Davis,
CA). The onion residual was received as diced pieces about
0.64e1.3 cm2. The onion residual was analyzed for moisture
content (MC), total solids (TS), volatile solids (VS), fixed solids
(FS), and bulk density in the Bioenvironmental Engineering
Lab using standard methods [14]. A dried sample of onion
residual was also prepared in the Bioenvironmental Engi-
neering Laboratory by vacuum drying the material for 24 h
at 55 �C and then grounding the material using a mortar and
pestle. Further analysis on the dried sample was outsourced
to the University of California, Davis, Agricultural and Natural
Resources Analytical Laboratory, for which their methods are
described and listed on the website http://anlab.ucdavis.edu/.
The sample was analyzed for carbon (C) content, nutrients
(N, P, K, S, and B), minerals (Ca, Mg, Zn, Mn, Fe, and Cu), and
fibers (ADF, NDF, and lignin).
2.2. Batch digestion tests
Two mesophilic (35 � 2 �C) laboratory scale batch digestion
experiments were carried out using an APS-Digester system
as shown in Fig. 1. Hydrolysis and fermentation of the organic
material occurred in the first stage (hydrolysis reactor), and
products from the solubilization of the onion residual in the
first stagewere further converted to biogas in the second stage
(biogasification reactor). The hydrolysis reactor had a 2.2-L
total volume and a 2-L working volume, and operated as
a leach bed system. A plastic screen having openings of 2 mm
in diameter was fitted at the top of the reactor to keep the
onions submerged in the liquid. Another screenwas also fitted
at the bottom of the reactor to allow collection and transfer of
the solubilized products from the hydrolysis reactor to the
biogasification reactor. The biogasification reactor had a 4-L
total volume with a 3-L working volume, and operated as an
anaerobic mixed biofilm reactor (AMBR). The biogasification
reactor contained biomedia pellets to encourage biofilm
formation and the retention of methanogens. The biomedia
pellets were polyethylene cylinders of approximately 10 mm
in diameter and height (Kaldnes Miljoteknologi AS, Norway)
and have a density of 0.95 g cm�3. The pellets moved with the
reactor liquid during the mixing phase, but would float to the
top of the reactor during the settling phase. Some pellets were
observed to become entrapped in the sludge bed, but most
of the pellets floated to the top of the reactor even when
sludge was apparent on the pellet. The pellets occupied about
25% of the reactor volume.
The reactors were seeded with inoculum from a working
mesophilic anaerobic digester at the Davis Wastewater
Treatment Plant (Davis, CA). In each batch test, the onion
residual (14.4 � 0.25 gVS) was loaded into the hydrolysis
reactor and digested for 14 days until daily biogas production
was negligible. During the batch test, the liquid in the hydro-
lysis and biogasification reactors recirculated at a rate of
84 mL every 2 h (i.e., 12 times per day) to achieve a total
transfer rate of 1 L d�1. At each recirculation, liquid was
transferred from the lower compartment of the hydrolysis
reactor to the bottom of the biogasification reactor, and the
same amount of liquid was returned to the top of the hydro-
lysis reactor from the upper part of the biogasification reactor.
The liquid from the hydrolysis reactor contained the solubi-
lized organic compounds produced from the degradation of
the onion residual. After each liquid recirculation, the bio-
gasification reactor was thoroughly mixed for 2 min using the
headspace gas, and the contents were allowed to react and
settle for 2 h until the next recirculation.
The biogas produced from each reactor was directed to
a wet gas tip meter and the biogas volume was recorded daily
[13]. Daily liquid samples (2 mL) were taken from the hydro-
lysis and biogasification reactors and measured for pH. At the
end of digestion, the methane and carbon dioxide content of
the biogas from each reactor was measured. Biogas compo-
sition was measured using gas chromatography (Hewlett
b i om a s s an d b i o e n e r g y 3 5 ( 2 0 1 1 ) 4 1 7 4e4 1 7 94176
Packard 5890) equipped with an Alltech Carbosphere 80/
100 column (Deerfield, Illinois) and a thermal conductivity
detector. The carrier gas was helium (He) at a flow rate of
80 mL/min. The GC operating conditions were: oven temper-
ature at 100 �C, and injection and detector temperatures at
120 �C.
2.3. Continuous digestion tests
For the continuous digestion study, the same biogasification
reactor was used as in the batch system, but the top of the
hydrolysis reactor was modified with a gas tight tube to allow
onions to be loaded into the reactor on a daily basis (Fig. 2). To
load the onions, a ball valve at the bottom of the tube was
initially closed while the tube was filled with the onion solids.
After loading, a push rod having an o-ringwas placed on top of
the loaded onions, sealing the tube from the atmosphere. The
ball valve was then opened and the onions were pushed into
the reactor with the push rod. The ball valve was then closed
and the push rod was removed. The hydrolysis reactor had
a total volume of 1.5 L and a working volume of 1 L. The
hydrolysis reactor was fed daily with the onion residual, and
the same amount of effluent was removed from the bio-
gasification reactor. Between feeding events, liquid was
circulated between the hydrolysis and biogasification reactors
at a rate of 84 mL every 2 h (i.e., 12 times per day) for a total
transfer rate of 1 L per day. The hydrolysis reactor had
a hydraulic retention time of 1 day and the biogasification
reactor had a hydraulic retention time of 3 days. Three organic
loading rates (OLRs) (0.5, 1.0, and 2.0 gVS L�1 d�1) were tested,
during which the pH and biogas production from both reac-
tors were measured daily. At each OLR, when biogas produc-
tion was steady, which occurred after about 10 days of
continuous digestion, biogas samples were taken from both
reactors and analyzed for methane and carbon dioxide
contents using GC/TCD. Statistical analysis (one-tailed t-test)
was conducted on four observations of biogas yield and
Liquid to biogasification reactor
Liquid from Biogasification reactor
Biogas to gas meter
Push rod
O-ring seal
Onion residual
Feed tube Ball valve
Fig. 2 e The hydrolysis reactor of the continuous system
was equipped with a feeding tube to allow loading of onion
residual under anaerobic conditions.
methane yield at each OLR using the Microsoft Excel Data
Analysis Toolkit.
3. Results and discussion
3.1. Characteristics of onion residual
The carbon to nitrogen ratio (C:N) and carbon to phosphorus
ratio (C:P) of the onion residual were 21.6 and 103.5, respec-
tively (Table 1). The ratios were considered appropriate for
anaerobic bacteria and therefore no additional nutrients were
added to the onion residual. The onion residual had a mois-
ture content of 92.6%, a bulk density of 1.04 g/mL, and a vola-
tile solids (VS) content of 96.1% of the total solids (TS). The
fiber content, which consists of cellulose and hemicellulose,
comprised 10% (dry basis) of the onion residual. Other
nutrient and mineral contents of the onion residual for
microbial growth are shown in Table 1.
3.2. Batch digestion tests
In the batch digestion tests, biogas production in the bio-
gasification reactor increased rapidly until day 6 of digestion,
having produced about 90% of the total biogas collected by
day 14 (Fig. 3). By day 14 the biogas production rate had slowed
down to less than 0.05 L gVS�1 d�1 and the reaction was
stopped. Althoughmore biogasmay have been produced if the
reaction was carried out longer, the small increase in biogas
production was considered negligible for this study. In the
hydrolysis reactor, biogas production ceased after 3 days at
which time the pH dropped to 6.0. The pH in the hydrolysis
reactor later gradually increased to 6.9 by the end of digestion
due to the return of the liquid from the biogasification reactor
and continual removal of organic acids from the hydrolysis
reactor. The average cumulative biogas yield from the
hydrolysis reactor was only 0.13 � 0.06 L gVS�1, and the
methane and carbon dioxide contents were 30% and 70%,
respectively. In the biogasification reactor the average
Table 1 e Chemical composition of onion residual (eachvalue is the average of two analyses and is reported ondry weight basis).
Component Value Unit
C 39.32 %
N 1.82 %
P 0.38 %
K 1.30 %
S 4135 ppm
B 18.5 ppm
Ca 0.48 %
Mg 0.13 %
Zn 26 ppm
Mn 10 ppm
Fe 37 ppm
Cu 13 ppm
Fiber 10.0 %
Lignin 0.4 %
0.00
0.04
0.08
0.12
0.16
0.20
0 2 4 6 8 10 12 14Digestion Time (d)
Cum
ulat
ive
Biog
as Y
ield
(L g
VS)
0.0
0.2
0.4
0.6
0.8
1.0Bi
ogas
Pro
duct
ion
Rat
e (L
gVS
d) Biogas Production Rate
Cumulative Biogas Yield
Fig. 3 e Average biogas yield and biogas production rate
from both hydrolysis and biogasification reactors for the
batch digestion of onion residual.
5.5
6.0
6.5
7.0
7.5
8.0
0 10 20 30 40 50 60 70 80 90Time (d)
pH
Fig. 4 e Biogasification reactor pH during continuous-
feeding operation for onion residual.
b i om a s s a n d b i o e n e r g y 3 5 ( 2 0 1 1 ) 4 1 7 4e4 1 7 9 4177
cumulative biogas yield was 0.56 � 0.002 L gVS�1, and the
methane and carbon dioxide contents were 61% and 39%,
respectively. The average cumulative biogas and methane
yields from the entire digester system were determined to be
0.69 � 0.06 L gVS�1. After digestion the hydrolysis reactor
was emptied and measured for remaining VS. The VS
reduction was determined to be 62 � 17%. The methane yield
from the onion residual was similar to the methane yield
from onion peels (0.4 L gVS�1) reported by Gunaseelan [15],
and fell within the range of 0.25e0.58 L CH4 gVS�1 reported
for food processing residuals for various fruits and vege-
tables [1,2,16,17].
0.0
0.2
0.4
0.6
0.8
1.0
0.5 1 2Organic Loading Rate (gVS L d )
Biog
as a
nd M
etha
ne Y
ield
(L g
VS)
Biogas YieldMethane Yield
Fig. 5 e Average biogas and methane yield from
continuous-fed digestion of onion residual. Error bars
represent the standard deviation from four sub-samples
during steady state.
3.3. Continuous digestion tests
The APS-Digester was initially loaded with onion residual at
0.5 gVS L�1 d�1, however after 7 days of continuous loading,
the pH of the biogasification reactor dropped to 6.5. For the
unobstructed growth of methanogens and stable biogas
production, the biogasification reactor should be maintained
in the pH range of 6.8e7.8. The APS-Digester was continually
loaded at 0.5 gVS L�1 d�1 but the liquid recirculation rate
between the hydrolysis and biogasification reactors was
decreased from 1 L d�1 to 0.5 L d�1 on day 9 to increase the
pH and retention time of the liquid in the biogasification
reactor to 6 days. The strategy helped to increase the pH in
the biogasification reactor to 6.75 however the pH again
decreased to 6.4 after a few days of continuous feeding (Fig. 4).
The liquid recirculation rate was further reduced to 0.33 L d�1
on day 18 of digestion, which increased the retention time of
the liquid in the biogasification reactor to 9 days but did not
help to increase the pH of the biogasification reactor. The
alkalinity of the biogasification reactor was suspected to be
causing the pH of the reactor to drop despite increasing the
retention time. The alkalinity was measured to be about
900 mg CaCO3 L�1, which was considered low for a proper
buffering capacity. The initial alkalinity of the biogasification
reactor was not measured. A decision was made to add
chemicals to control and stabilize the pH of the bio-
gasification reactor at 2500 mg CaCO3 L�1. Calcium carbonate
(6.4 g) was added to the biogasification reactor on day 22 of
digestion to increase the alkalinity to 2500 mg CaCO3 L�1. To
maintain the buffering capacity of the system, alkalinity was
added to the APS-Digester with the onions. The CaCO3 was
later replaced by hydrated lime (Ca(OH)2) on day 35 of diges-
tion to avoid the release of extraneous carbon dioxide from
carbonate. Hydrated lime was mixed with the onions fed to
the hydrolysis reactor at an amount of 16 mg Ca(OH)2 gVS�1
(1.2 mg Ca(OH)2 g�1 wet onion). The pH in the biogasification
reactor increased to 7.2 and the pH in the hydrolysis reactor
increased to 7.0 from 5.5. When the biogasification reactor
pH appeared stable, the liquid recirculation rate was returned
to 0.5 L d�1, and eventually to 1.0 L d�1 on day 50 of digestion.
When biogas production was stable, methane content of the
biogas was measured before increasing the OLR from
0.5 gVS L�1 d�1 to 1.0 gVS L�1 d�1 on day 63 of operation. The
OLR was further increased to 2.0 gVS L�1 d�1 on day 77 of
operation.
At OLRs of 0.5 and 1.0 gVS L�1 d�1 the pH in the hydrolysis
reactor was maintained above 6.8 and the biogas had high
methane content. In general, the biogas and methane yields
slightly increased as the OLR increased from 0.5 gVS L�1 d�1 to
2.0 gVS L�1 d�1 (Fig. 5). When the OLR was increased to
2.0 gVS L�1 d�1 the hydrolysis reactor pH decreased below 6.5,
Table 2 e Statistical analysis (one-sided t-test) forsignificant difference (a [ 0.05 and hypothesized meandifference [ 0) in biogas and methane yields betweendifferent organic loading rates of onion residual in theAPS-Digester.
Compare treatments (OLRs) p-Values
Biogas yield
0.5 1.0 0.003
0.5 2.0 0.020
1.0 2.0 0.115
Methane yield
0.5 1.0 0.005
0.5 2.0 0.262
1.0 2.0 0.699
b i om a s s an d b i o e n e r g y 3 5 ( 2 0 1 1 ) 4 1 7 4e4 1 7 94178
and methanogenic activity was negatively affected as the
methane content of the biogas dropped from 46% to 23%.
The decrease in methane content likely resulted in the
insignificant differences in methane yields between the OLRs
of 0.5 and 2.0 gVS L�1 d�1 and between the OLRs of 1.0 and
2.0 gVS L�1 d�1 (Table 2). Biogas yields at an OLR of
0.5 gVS L�1 d�1 were significantly lower ( p < 0.05) than the
biogas yields at OLRs of 1.0 gVS L�1 d�1 and 2.0 gVS L�1 d�1,
suggesting that at the low OLR the microorganisms may
not have been performing optimally. However biogas yields
between the OLRs of 1.0 and 2.0 gVS L�1 d�1 were not sig-
nificantly different ( p > 0.05), which suggests that although
the methanogenic microorganisms were compromised the
hydrolytic carbon dioxide producing microorganisms are
active, resulting in the insignificant difference. The consis-
tently significantly higher biogas andmethane yield at an OLR
of 1.0 gVS L�1 d�1 than at 0.5 gVS L�1 d�1 suggests that at
1.0 gVS L�1 d�1 the reactor conditions were most favorable.
The digester loading rate was further increased to
3.0 gVS L�1 d�1, however after 3 days of continuous loading the
pH in the hydrolysis reactor dropped to 5.5, and after 9 days
of continuous loading the pH in the biogasification reactor
dropped below 6.5. As the loading rate increases a propor-
tional increase in alkalinity using Ca(OH)2 may eventually
create a condition that will further inhibit the bacteria.
Moderate inhibitions of calcium on microorganisms are
shown to occur between 2500 and 4500 mg L�1 [18]. Therefore,
as the amount of Ca(OH)2 added to the system increases with
the increase in OLR, accumulation of calcium in the anaerobic
digester will likely occur. At a loading rate of 1.0 gVS L�1 d�1,
the total calcium concentration of the biogasification reactor
was measured to be 1240 mg L�1, and thus as the OLR
increases to 2.0 gVS L�1 d�1 and 3.0 gVS L�1 d�1, the calcium
concentration could possibly reach 2400 mg L�1 and
3800 mg L�1, which is near the upper limit of moderate inhi-
bition on microorganisms according to literature. Therefore
as the organic loading rate increases additional Ca(OH)2should not be added as this can cause inhibiting conditions
for the microorganisms. Accumulation of onion solids was
also noticeable in the hydrolysis digester. Operation of the
continuous digester was stopped to consider alternative
methods to treat the onion residual.
From the data on the continuously-fed digester operating
at 2.0 gVS L�1 d�1, the design and electricity savings of
a commercial anaerobic digester treating 91 mton d�1 (wet)
onion residual were calculated. A total working volume of
3219 m3 would be required for the hydrolysis and bio-
gasification reactors. Assuming a conservative biogas yield of
0.6 L gVS�1 at 50% methane content, and 30% electric
generator efficiency, a 240 kW generator will be required to
produce 5758 kW h d�1 of electricity. At a price of 0.10$ kW h�1
the biogas generated from treating the onion residual through
anaerobic digestion would save $576 d�1 on electricity. In
addition, assuming a 60% recovery of residual heat from the
engine-generator can be recovered, recoverable heat would
amount to 28,994 MJ d�1. The recovered heat is likely suffi-
cient to provide the required energy to heat the reactors,
however the amount of heat required will depend on many
factors such as the material selected for the reactor and
insulation, the configuration of the reactor (e.g., cylindrical,
rectangular), and the environmental conditions where the
reactor is located.
4. Conclusions
Onion residual was digested in an APS-Digester under batch-
fed and continuous-fed operations without additional nutrient
requirements. Under batch-fed conditions, the total biogas
yield from the digester system was 0.69 � 0.06 L gVS�1. In
the hydrolysis reactor, the biogas yield, and methane and
carbon dioxide contents of the biogas were 0.13 � 0.06 L
gVS�1, 30%, and 70%, respectively. In the biogasification
reactor, the biogas yield, and methane and carbon dioxide
contents of the biogas were 0.56 � 0.002 L gVS�1, 61%, and
39%, respectively. Under continuous-feeding operation at an
OLR of 2.0 gVS L�1 d�1, the daily biogas and methane yields
were 0.62 � 0.03 L gVS�1 and 0.31 � 0.02 L gVS�1. The APS-
Digester system offered the flexibility of controlling the
loading rate of organic acids from the hydrolysis reactor to
the biogasification reactor, thereby allowing pH control
without disruption of the continuous operation of the
digester system. However, alkalinity was found necessary to
control the pH of the biogasification reactor pH above 7.0 to
maintain an environmental conducive for the growth of
methanogens.
The study showed that an anaerobic digestion of onion
residuals is possible, provided that the system alkalinity
and pH can be appropriately maintained. The study found
limitations to using caustic chemicals to maintain proper
alkalinity and pH as the increased concentrations of
calcium could negatively affect the microbial consortia
necessary for anaerobic digestion. Changes to the feedstock
and operational parameters are areas that need to be
further explored for successful anaerobic digestion of onion
residuals.
Acknowledgments
The authors would like to thank Karl Hartman (UC Davis) for
his assistance in this project, and Gills Onions (Oxnard, CA)
for their financial support.
b i om a s s a n d b i o e n e r g y 3 5 ( 2 0 1 1 ) 4 1 7 4e4 1 7 9 4179
r e f e r e n c e s
[1] HillsD, RobertsD.Conversionof tomato, peachandhoneydewsolid waste into methane gas. Trans ASAE 1982;25(3):820e6.
[2] Lane A. Laboratory-scale anaerobic digestion of fruit andvegetable solid wastes. Biomass 1984;5(4):245e59.
[3] Mtz.-Viturtia A, Mata-Alvarez J, Cecchi F, Fazzini G. Two-phase anaerobic digestion of a mixture of fruit and vegetablewastes. Biol Wastes 1989;29(3):189e99.
[4] Mtz.-Viturtia A, Mata-Alvarez J, Cecchi F. Two-phasecontinuous anaerobic digestion of fruit and vegetablewastes. Resour Conserv Recycl 1995;13(3e4):257e67.
[5] Gunaseelan V. Anaerobic digestion of biomass for methaneproduction: a review.BiomassBioenergy 1997;13(1e2):83e114.
[6] Raynal J, Delgenes J, Moletta R. Two-phase anaerobicdigestion of solid wastes by a multiple liquefactionreactors process. Bioresour Technol 1998;65(1e2):97e103.
[7] Verrier D, Roy F, Albagnac G. Two-phase methanization ofsolid vegetable wastes. Biol Wastes 1987;22(3):163e77.
[8] Cho J, Park S. Biochemical methane potential and solid stateanaerobic digestion of Korean food wastes. BioresourTechnol 1995;52(3):245e53.
[9] Zhang R, Zhang Z. Biogasification of solid waste with ananaerobic-phased solids-digester system. United StatesPatent and Trademark Office; 2002.
[10] Zhang Z, Zhang R. Evaluation of different anaerobic digestionsystems for biogasification of rice straw. In: ASAE annualinternational meeting, July 11e16, Orlando, FL; 1998. ASAEpaper no. 98-4142.
[11] Zhang R, Zhang Z. Biogasification of rice straw with ananaerobic-phased solids digester system. Bioresour Technol1999;68(3):235e45.
[12] Zhang R. Biogasification of organic solid wastes. Biocycle2002 January:56e9.
[13] Speece R. Gas flow totalizer. United States Patent andTrademark Office; 1977.
[14] American Public Health Association. Standard methods forthe examination of water and wastewater. Washington, D.C.:American Public Health Association; 1998.
[15] Gunaseelan V. Biochemical methane potential of fruits andvegetable solid waste feedstocks. Biomass Bioenergy 2004;26(4):389e99.
[16] van den Berg L, Lentz C. Methane production duringtreatment of food plant wastes by anaerobic digestion. In:Loehr RC, editor. Food, fertilizer, and agricultural residues.Ann Arbor: Ann Arbor Science; 1997. p. 381e93.
[17] Knol W, Vander Most M, Waart J. Biogas production byanaerobic digestion of fruit and vegetable wastes,a preliminary study. J Sci Food Agric 1978;29(9):822e30.
[18] McCarty P. Anaerobic waste treatment fundamental III.Toxic materials and control. Public Works 1964;11:91e4.