fermoso-uasb
TRANSCRIPT
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Metal supplementation to UASB bioreactors: from cell-metal
interactions to full-scale application
Fernando G. Fermosoa, Jan Bartaceka,b, Stefan Jansenc,1, Piet N.L. Lensa,b,
aSub-department of Environmental Technology, Wageningen University, Biotechnion-Bomenweg 2, P.O. Box 8129, 6700 EV Wageningen,
The NetherlandsbPollution Prevention and Control core, UNESCO-IHE, P.O. Box 3015, 2601 DA Delft, The NetherlandscLaboratory of Physical Chemistry and Colloid Science, Wageningen University, Dreijenplein 6, 6703 HB Wageningen, The Netherlands
A R T I C L E D A T A A B S T R A C T
Article history:
Received 29 May 2008
Received in revised form
16 October 2008
Accepted 16 October 2008
Available online 16 December 2008
Upflow anaerobic sludge bed (UASB) bioreactors are commonly used for anaerobic
wastewater treatment. Trace metals need to be dosed to these bioreactors to maintain
microbial metabolism and growth. The dosing needs to balance the supply of a minimum
amount of micronutrients to support a desired microbial activity or growth rate with a
maximum level of micronutrient supply above which the trace metals become inhibitory or
toxic. In studies on granular sludge reactors, the required micronutrients are undefined and
different metal formulations with differences in composition, concentration and species are
used. Moreover, an appropriate quantification of the required nutrient dosing and suitable
ranges during the entire operational period has been given little attention. This review
summarizes the state-of-the-art knowledge of the interactions between trace metals and
cells growing in anaerobic granules, which is the main type of biomass retention in
anaerobic wastewater treatment reactors. The impact of trace metal limitation as well as
overdosing (toxicity) on the biomass is overviewed and the consequences for reactor
performance are detailed. Special attention is given to the influence of metal speciation in
the liquid and solid phase on bioavailability. The currently used methods for trace metal
dosing into wastewater treatment reactors are overviewed and ways of optimization are
suggested.
2008 Elsevier B.V. All rights reserved.
Keywords:
Metal supplementation
UASB
Granular sludge
Metal requirements
1. Introduction
Most industrial effluents contain trace quantities of a variety
of metals, of which many are classified as priority pollutants(EC, 2000). Microbial biofilms, natural or engineered, can be
used to remediate heavy metal pollution by biochemical
modification and/or the accumulation of toxic metal ions
(Muoz et al., 2006; Singh et al., 2006). An understanding of the
fate of metals in biofilms, as anaerobic granular sludge, is
crucial for the successful design of biological wastewater
treatment systems that are used for biodegrading organic
contaminants, which are frequently intermingled with metal
pollution (Singh et al., 2006).Most of these metals are also necessary for biological
growth or activity, and absence of sufficient quantities limits
the activity of the microbial population present in the
anaerobic bioreactors (Fermoso et al., 2008c). As technological
changes take place in themanufacturing or industrial process,
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Corresponding author. Sub-department of Environmental Technology, Wageningen University, Biotechnion-Bomenweg 2, P.O. Box8129, 6700 EV Wageningen, The Netherlands.
E-mail address: [email protected] (P.N.L. Lens).1 Present address: TNO/Deltares, Soil and Subsurface Systems, Princetonlaan 6, PO Box 85467, 3508 AL Utrecht, The Netherlands.
0048-9697/$ see front matter 2008 Elsevier B.V. All rights reserved.doi:10.1016/j.scitotenv.2008.10.043
a v a i l a b l e a t w w w . s c i e n c e d i r e c t . c o m
w w w . e l s e v i e r . c o m / l o c a t e / s c i t o t e n v
mailto:[email protected]://dx.doi.org/10.1016/j.scitotenv.2008.10.043http://dx.doi.org/10.1016/j.scitotenv.2008.10.043mailto:[email protected] -
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the compounds discharged and thus also the wastewater
characteristics change (Pons et al., 2004). The exact amounts of
trace nutrients needed varies for the different types of
wastewaters (Anon, 2000; Liang et al., 2007). Nowadays, trial
approaches are used to asses their benefit for anaerobic
processes (Opure BV, personal communication). The metal
dosingcan be optimized by a better fundamentalinsight in the
chemical, microbiological and engineering aspects determin-
ing the metal requirements of UASB reactors.
The Upflow Anaerobic Sludge Bed (UASB) process is the
most applied process for the anaerobic treatment of
industrial effluents (Van Lier, 2008). In this process, granular
sludge, a spherical biofilm developed by autoaggregation of
cells (Lettinga et al., 1979), is formed (Fig. 1A). The aim of
Fig. 1 (A) Multidisciplinary approach and (B) analytical infrastructure required for determining the interactions of metals with
the solid phase, liquid phase and the microorganisms present in anaerobic bioreactors, which leads to a more rational and
efficient metal supply to bioreactors. UASB reactor: Upflow anaerobic sludge bed reactor; AVS: Acid volatile sulfide; DMT:
Donnan membrane technique; SMA: Specific methanogenic activity.
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this review is to summarize the knowledge required to
understand the metal nutrient requirements and facilitate
design of metal supplementation in UASB reactors (Fig. 1).
The description of the interactions between metals and
microbes are given first. This allows to understand the role
that metals have in microbial systems, e.g. the role of metals
in enzymatic functioning and concepts of metal uptake. The
next step to gain a deeper knowledge of the trace metal
requirements in UASB reactors is the study of the possible
interactions between trace metals and UASB granules. The
role of metal speciation in the reactor liquid media is
evaluated as well. Metal precipitation, dissolution and
complexation with organic and inorganic ligands play an
important role in the fate of metals in UASB reactors. The
metal requirements of UASB reactors are then assessed by
describing the impact of trace metal limitation on the
microbial activity on the one hand and the toxic effects
caused by an excess of them on the other hand. Subse-
quently, different trace metal dosing strategies are re-
viewed and evaluated. Finally, recommendations for future
research in the field of trace metal supplementation are
given.
2. Metalsmicrobe interaction
2.1. Role of metals in the enzymatic system
Metals are important in all biochemical processes in any kind
of living organism. Of the 95 naturally occurring elements of
the periodic table, no less than 25 have an essential biologicalfunction (Frnzle and Markert, 2002). Some of these, e.g. zinc,
nickel, copper, selenium, cobalt, chromium, molybdenum,
tungsten, manganese or iodine are required in small amounts
andare termed essential trace elements.Most of them arepart
of the active site of enzymes. Table 1 lists the role of some
essential trace elements in various enzymes catalyzing
anaerobic reactions and transformations (Oleszkiewicz and
Sharma, 1990; Zandvoort et al., 2006b).
The presence of high metal concentrations in a bulk liquid
does not mean that microorganisms take the metal up and
incorporate it into the catalytic centers of their enzymes
(Ermler, 2005). For instance, microorganisms take up metals
also in the form of complexes, such as e.g. Vitamin B12(Ferguson and Deisenhofer, 2004), Co-citrate (Krom, 2002) or
bound to siderophores (Worms et al., 2006). More in general, in
between the presence of metals in the bulk liquid and the
actual biological effects, complex processes as biouptake and
biosynthesis play an important role. Some of these processes
are discussed in more detail later in this review.
Heavy metals act as inhibitors by blocking enzyme func-
tions. The toxic effect of heavy metals is primarily non-
specific and reversible (Nies, 1999). This type of inhibition is
characterized by the reversible binding of the inhibitor with
either the enzyme or the enzyme-substrate complex. Less
frequently, metals act as competitive inhibitors (they compete
with the substrate). This type of inhibition depends on the
affinity of the metal and enzyme, as well as on the relative
concentrations of the competing metals (Oleszkiewicz and
Sharma, 1990).
2.2. Metal uptake into the cell
It is generally accepted that the speciation of metals has a
huge impact on their uptake (and ensuing biological effects),
as has been demonstrated in detail for algae and some
microorganisms (Hudson, 1998; Slaveykova et al., 2004;
Sunda and Huntsman, 1998).
In general, the transport of metal ions is to a great extent
determined by the properties of the transport systems (Braun
et al., 1998). For instance, transport of cobalt and nickel is
reported to proceed either via specific cobalt and/or nickel
transporters, or via magnesium transporters, e.g. for cobalt
(Degen et al., 1999; Kobayashi and Shimizu, 1999; Komeda
et al., 1997; Pogorelova et al., 1996; Saito et al., 2002); and nickel
(Eitinger and Mandrand-Berthelot, 2000; Mulrooney and Hau-
singer, 2003; Watt andLudden, 1999). The uptakeof metal ions
by these specific transporters can be described by Michaelis
Menten kinetics, where the bioavailable metal ion is first
bound by a transporter site and subsequently taken up. The
binding properties determine the affinity of the transporter to
themetal, while theamount of thetransporter determines the
maximum uptake rate. Both of these parameters can change
Table 1 Role of some essential trace elements in variousenzymes involved in anaerobic reactions andtransformation.
Element Functions Element Functions
Cu Superoxide
dismutase
Ni CO-dehydrogenase
Hydrogenase
(Facultative
anaerobes)
Acetyl-CoA synthase
Nitrite reductase
Methyl-CoM
reductase (F430)
Acetyl-CoA
synthase
Urease
Stabilize DNA, RNA
Hydrogenase
Co B12-enzymes Se Hydrogenase
CO-
dehydrogenase
Formate
dehydrogenase
Methyltransferase Glycin reductase
Fe Hydrogenase W Formatedehydrogenase
CO-
dehydrogenase
Formylmethanofuran-
dehydrogenase
Methane
monooxygenase
NO-reductase
Aldehyde-
oxydoreductase
Superoxide
dismutase
Antagonist of Mo
Nitrite and
Nitrate reductase
Nitrogenase
Mn Stabilize
methyltransferase
in methane-
producing
bacteria.
Zn Hydrogenase
Redox reactions
Formate
dehydrogenase
Superoxide dismutase
Mo Formate
dehydrogenase
V Nitrogenase
Nitrate
reductase
Chloroperoxydase
Nitrogenase
Bromineperoxydase
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with changing chemistry or biology. Different metal ions can
compete for the same uptake site, thus affecting the condi-
tional affinity (Sunda and Huntsman, 1998). Furthermore, the
organism can actively decrease or increase the number of
transporters in response to its environment (Worms et al.,
2006), thus affecting the maximum uptake rates.
To quantify metal toxicity on biological systems,Pagenkopf
(1983) proposed the Gill Surface Interaction Model (GSIM),
while Morel (1983) formulated the Free-Ion Activity Model
(FIAM), schematically demonstrated in Fig. 2. Both the GSIM
and FIAM are the theoretical predecessors of the Biotic Ligand
Model (BLM) (Niyogi, 2004).The BLM has been proposed as a
tool to evaluate quantitatively the manner in which water
chemistry affects the speciation and biological availability of
metals in aquatic organisms, such as fish or Daphia magna
(Niyogi, 2004). This is an important consideration because it is
the bioavailability and bioreactivity of metals that control
their potential to cause adverse effects (Paquin et al., 2002).
The BLM is based on the hypothesis that toxicity is not simply
related to the total aqueous metalconcentration, butthat both
metalligand complexation and metal interactions with
competing cations at the site of toxic action need to be
considered (Meyer et al., 1999; Pagenkopf, 1983).
TheBLM model relieson theassumptionthat the processes
outside the organism are at equilibrium. This simple model
has been criticized, since its applicability has been shown to
be limited (Campbell et al., 2002; Hassler et al., 2004). For
instance, diffusion limitation, as expected to occur at low
concentrations, in combination withhigh affinity uptake sites,
will certainly cause deviations (Hudson, 1998). In these cases,
labile species will also be bioavailable (Van Leeuwen, 1999).
Secondly, not only free metal ions, but also lipophilic
complexes, and sometimes even hydrophilic complexes,
have been reported to be taken up as well (Phinney and
Bruland, 1994). Furthermore, biological responses can have a
significant impact on the metal speciation and bioavailability
in the exposure media due to excretion and changes of the
uptake properties (Slaveykova et al., 2004).
These toxicity models were established and verified for
natural waters and higher organisms such as freshwater algae
Chlorella kesslerii (Hassler et al., 2004), Urchin larvae (Lorenzo etal., 2006) or mussels (Mytilus galloprovincialis) (Beiras et al., 2003).
Thus far, this type of models has never been applied to the
anaerobic consortia present in biofilms or granules from waste-
water treatment reactors.
3. Metalsbiofilm interaction
3.1. Metal bioavailability in granular sludge
Metal sorption by anaerobic granules and similar aggregates
has been studied by many authors (Artola et al., 2000;Gonzalez-Gil et al., 2001; Gould and Genetelli, 1978; MacNicol
and Beckett, 1989; Osuna et al., 2003; Zandvoort et al., 2004).
Overall, these studies confirm strong sorption of metal ions in
granules due to precipitation, coprecipitation, adsorption and
binding by Extracellular Polymeric Substance (EPS) and
bacterial cells. EPS are major components of granular matrix,
and up to 90% of the dry biomass is EPS material ( Gao et al.,
2008), which bind metals (Guibaud et al., 2008). Furthermore,
the bacterial interface itself can also serve as an important
metal binding surface (Aksu et al., 1991).
X-ray analysis of UASB granules has confirmed the
existence of copper, iron, zinc and nickel sulfide precipitates
(Fang and Liu, 1995; Gonzalez-Gil et al., 2001; Kaksonen et al.,
2003; Liu and Fang, 1998). The bioavailability and mobility of
essential trace metals in the UASB reactors are mainly
controlled by the sulfide chemistry (Van der Veen et al.,
2007). On the basis of stability constants from literature
(Martell & Smith, 1989) and the composition of the anaerobic
wastewater environments, metal ions are expected to pre-
cipitate with sulfide, carbonate and phosphate in the pore
water present in the granular matrix. Metal sulfide precipita-
tion is expected to be the most important process. The
predominating role of sulfides in metal fixation in anaerobic
granules is supported by the high acid volatile sulfide (AVS)
content and the high metal content in the oxidizable (contain-
ing bothsulfidic andorganic bondingforms) fraction presentin
UASB systems (Van der Veen et al., 2007).
As metal sulfides have a very low solubility product
(Martell and Smith, 1989), it would be expected that these
metals are non-bioavailable to the methanogenic consortia.
Jansen et al. (2007) proposed nevertheless that in most cases,
the dissolution rates of cobalt and nickel sulfides do not limit
the methanogenic activity in anaerobic wastewater treatment.
It should, however, be noted that this was based on batch
experiments with methanogenic enrichments and freshly
prepared metal sulfide precipitates. Ageing of sulfidic pre-
cipitates, which takes place in the sludge during reactor
operation, will lower thedissolution rates and might therefore
lower the metal bioavailability (Gonzalez-Gil et al., 2003).
Fig. 2 Conceptual framework of the FIAM and BLM, including
(1) mass transport of the free metal (Mz+) and a hydrophilic
complex (ML) in solution; (2) dissociation/complexation with a
ligand in solution; (3)specific (M-Rcell) or non-specific(M-Acell)
adsorptionof the metal tothe surfaceof theorganism; (4) metal
transport intothe organismcharacterizedby an internalization
rate constant (kint) and a subsequent reaction an intracellular
ligand (MLbio); (5) expression of the biological effect. The box
identifies thereactions that are taken into account in the FIAM
and BLM (AfterHassler et al., 2004).
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The bioavailability of retained metals in granular sludge
can be assessed from the bonding form distribution, although
the fractions are operationally-defined and not phase-specific
(Van Hullebusch et al., 2005). The fractions possess a decreas-
ing solubility/reactivity from the first to the last step. This
decreasing solubility can be used as a measure of potential
bioavailability (Jong and Parry, 2004), beginning with the
exchangeable fraction, the most bioavailable, the carbonatefraction, the organic matter/sulfide fraction and the last
fraction, residual, the least bioavailable.
3.2. Metal toxicity in granular sludge
There is only a small difference between the optimal and toxic
free cobalt concentration: the optimal concentration is approxi-
mately 7 mol L1 with an apparent KM value of 0.9 mol L1
(based on totalcobalt addition) (Zandvoort et al., 2002a), whereas
a free cobalt concentration of only around 18 mol L1 is already
significantly (50% inhibition) toxic (Bartacek et al., 2008). This
means that in case only a small amount of complexing agents is
present in the medium, a relatively low total cobalt concentra-
tion will cause operational problems with anaerobic reactors.
Metal toxicity cannot be evaluated solely based on the
metal precipitated/sorbed in methanogenic granular sludge,
butrequiresalso thedetermination of the speciation of metals
present in the bulk solution (Paquin et al., 2000; Plette et al.,
1999; Shuttleworth and Unz, 1991). Although not only the free
cobalt species can be transported into a microbial cell,
Bartacek et al. (2008) suggested that toxicity of cobalt can be
assessed based on the free cobalt concentration. The latter
statement is only valid when the process conditions such as
pH and concentration of competing metals (namely calcium or
magnesium) are kept constant.
The donnan membrane technique (DMT) was successfully
used for measurement of the free cobalt (Co2+) concentration in
anaerobic granular sludge (Bartacek et al., 2008). Similarly,
Temminghoff et al. (2000) obtained a good agreement between
calculated and measured (with the DMT) free metal concentra-
tions for copper and cadmium with and without inorganic or
(synthetic as well as natural) organic complexation. A practical
problem of the DMT setupas used by Bartacek et al. (2008) is the
long time required to obtain experimental data (4 days for
equilibrium establishment, five days for DMT measurement).
This disables DMT for measurements of free metal concentra-
tions under dynamic conditions in bioreactors.
4. Metalsliquid phase interaction
4.1. Particulate metal binding
As for the pore water in the granular biofilm, metal sulfide
precipitation is expected to be the most important process in
metal precipitationin theanaerobic media presentin theUASB
reactor: the low solubility product of metal sulfides will result
in extremely low free metal ion concentrations (Martell and
Smith, 1989). However, onehas to be careful in tryingto predict
free metal ion concentrations from these solubility products.
In the first place, to know the solubility product, the crystal
structure of the metal sulfide precipitate should be known.
Secondly, the errors in the literature values for the solubility
products are very large, and different literature sources give
different values. Thirdly, precipitation equilibrium is actually
not reached in many cases due to kinetic limitations. And
finally, size and ligand effects can affect precipitation. Apart
from precipitation in the form of well defined precipitates,
coprecipitation and adsorption are alsoimportantphenomenain a mixture of metal ions. These processes have been studied
in sediments, typically containing excess of iron over other
metals(Cooper andMorse, 1999; Huerta-Diaz et al., 1998; Morse
andLuther, 1999). Considerableadsorption andcoprecipitation
of cobalt and nickel on FeS (mackinawite) occurs (Morse and
Arakaki, 1993). Kinetic factors can further influence coprecipi-
tation (Morse and Luther, 1999).
4.2. Liquid phase speciation
Sulfide is not only important because of the formation of
metal precipitates, but also because of the formation of
dissolved metal complexes. Dissolved metal sulfide species
have only been studied over the last 20 years, and theoretical
estimates date back only some 20 years (Dyrssen, 1988), while
measurements are available only since 15 years (Al-Farawati
and Van Den Berg, 1999; Luther et al., 1996; Zhang and Millero,
1994). Although the data vary, they demonstrate that dis-
solved metal sulfide complexes are very strong.
Other important inorganic ligands are CO32 and PO4
3.
Although the complexes are less strong than the metal sulfide
complexes, the importance of carbonate and phosphate
complexes was demonstrated for anaerobic media (Bartacek
et al., 2008; Callander and Barford, 1983). Carbonate is very
important because of its high concentration in wastewaters,
and its strong binding with metal ions, especially with Ni(II).
Unfortunately, somedisagreement aboutthe binding constant
exists in the literature (Hummel and Curti, 2003; Turner et al.,
1981). The ligands OH, SO42 and Cl are also present at large
concentrations, but are relatively unimportant because of
their weak binding.
Metal binding by Soluble Microbial Products (SMPs) was
demonstrated for nickel (Kuo and Parkin, 1996; Kuo etal., 1996)
and copper (Bender et al., 1970). Strong zinc complexing
ligands were detected by voltammetry in media after growth
of sulfate reducing bacteria (Bridge et al., 1999). The results
suggest that excretion of metal binding SMP can serve as a
mechanism to reduce metal toxicity. It is still an open
question whether the microorganisms in anaerobic waste-
water treatment systems actively excrete organic metal
ligands to bind metals in order to overcome limitation, as is
known for iron (Neilands, 1995) and cobalt (Saito et al., 2002).
Apart from organic ligands produced by microorganisms,
sometimes organic ligands are added. First, some organic
substrates can have metal binding properties, e.g. in the case of
acetate. However, most of these complexes are weak compared
to the strong complexes with sulfide (Martell and Smith, 1989).
Furthermore,sometimes synthetic ligandssuch as EDTA, NTAor
citrate are added. In some cases they are added deliberately, for
instanceto keep the metals dissolved (Bretler and Marison, 1996;
Hartung, 1992), in other cases they are present in the waste
stream, possibly as waste products (Nowack, 2002).
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Organic ligands might influence precipitation. In general,
in their presence, the concentration of dissolved metal is
increased. However, conflicting data are also found. For
instance, in a system containing Ag+ and amorphous FeS,
dissolved Ag+ was smaller than predicted in the presence of
high concentrations of the thiol compounds 3-mercapto-
propanoic acid and cysteine (Adams and Kramer, 1998). A
possible explanation for this could be the binding of the Ag-thiol complexes to FeS (Adams and Kramer, 1998). In
another study, the solubility of CuS was increased by thiols,
while that of PbS and CdS was not (Shea and MacCrehan,
1988a,b). Furthermore, organic ligands can affect the size
(Pommerenk and Schafran, 2005) and kinetics (see below) of
precipitation.
4.3. Kinetics of precipitation and complex formation
Within the dynamic bioreactor environment, relative rates of
the various processes can be of great importance, in particular
the kinetics of particulate formation and dissolution. Pre-
cipitation can be divided into 5 stages (Nielsen, 1964):
nucleation, growth of nuclei, aggregation, formation of
irreversible aggregates and formation of larger crystals at the
expense of smaller ones. In parallel with step 5, precipitates
age, generally transforming from amorphous precipitates to
more stable crystalline forms. Metal sulfide dissolution in near
neutral pH rangeshas only been studied for mackinawite (FeS)
(Pankow and Morgan, 1979, 1980) and for similar systems such
as sediments (Harper et al., 1998; Motelica-Heino et al., 2003).
Besides precipitation, the kinetics of adsorption onto and
desorption from precipitates can be very important, as exempli-fied by the coprecipitation/adsorption kinetics of copper, zinc,
lead and cadmium to FeS (Davis et al., 1994). The kinetics of
precipitation and dissolution are influenced by organic ligands:
they can decrease the precipitation rate (Helz and Horzempa,
1983; Shea and Helz, 1987) or increase the dissolution rate, e.g. in
case of siderophores (Cervini-Silva and Sposito, 2002; Kraemer
and Hering, 1997; Liang et al., 2000). Besides the reaction kinetics
involving theparticulate matrix,therates of processes withinthe
dissolved metal fraction can be important. In aqueous solutions,
therate of metal complexformationlargelydepends on thewater
loss rate constantsof the metal ions (Morel,1983), independent of
the nature of the ligand. From this so called Eigen mechanism,
the order of the reaction rates of some of the relevant metal ions
is given as: Fe2+NCo2+NNi2+. Especially for Ni2+, complexation
reactions are known to be relatively slow (Margerum et al., 1978).
Fig. 3 (A) Boundary conditions for metal addition to keep the UASB reactor efficiency optimal. (B) Effect of cobalt concentration
on methanogenic activityusing methanol as substrate (pH 7.0; 30 C) of anaerobic granular sludge present in the UASB reactors.
() 5 M cobalt (optimal), () 0 M cobalt (limitation) and () 100 M cobalt (toxicity).
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Furthermore, in solutions containing high concentrations of
competing ions such as Ca2+and Mg2+, exchange reactions canbe
inherently slow (Hering and Morel, 1989, 1990).
5. MetalsUASB interaction
Metal supplementation in UASB reactors is a compromisebetween achieving the maximal biological activity of the
biomass present in the reactor, while minimizing the costs of
the supplied metal andthe metal losses into theenvironment.
The boundary conditions to keep a stable reactor operation
vary between nutrient deficiency due to lack of essential
metals and toxicity due to their excess (Fig. 3). The metal
addition strategy affects the metal losses and costs of the
added metal in order to achieve the optimal metal concentra-
tion inside the UASB reactor. In literature, different metal
formulations have been used in studies on UASB reactors, but
they differ in composition, concentration and the forms in
which they are supplemented to the feed (Singh et al., 1999;
Tiwari et al., 2006; Zandvoort et al., 2004). Also, the appropriatequantification and suitable ranges in which nutrient dosing is
required during the entire operational period are poorly
understood (Zandvoort et al., 2006b). Thus, knowledge about
the effect of metals in the biomass and the metal distribution
through the UASB system is necessary in order to obtain a
proper strategy for metal supplementation.
5.1. Metal limitation in UASB reactors
5.1.1. Methanol fed bioreactors
Omission of a divalent cation metal (cobalt, nickel or zinc)
from the feed of methanol-fed anaerobic granular sludge
bioreactors leads to a reduced specific methanogenic activity
(SMA) on methanol and, consequently, to methanol accumu-
lation in the effluent, followed by the enhanced formation of
acetate as shown in Fig. 4 (Fermoso et al., 2008b,c,d). Thus,
during methylothrophic methanogenic degradation of metha-
nol, the decrease of SMA of the sludge with methanol as the
substrate is the variable to follow for predicting possible
methanol accumulation, further acetate accumulation and
ultimately complete reactor acidification.
The time period required to achieve nickel limitation
(140 days of operation, (Fermoso etal., 2008d)),as also observed
by Zandvoort et al. (2002b), was much longer compared to that
required for cobalt limitation, which is already achieved in
Fig. 4 (A)Proposedoutline of themechanism of induction of metal limitationin methanol-fedUASB reactors. Numbers indicate
predominant process. (1) methylotropihic methanogenesis. (2) acetogenesis. (3) acetotrophic methanogenesis. SMA: specific
methanogenic activity with methanol as the substrate (AfterFermoso et al., 2008a,b,c). (B) Decay of SMA with methanol as the
substrate over time due to absence of cobalt addition in the feed of a methanol-fed UASB reactor (pH 7.0; 30 C; Organic loading
rate: 10 g COD L1 d1). Day 0 indicates the pulse addition of cobalt (5 M, cobalt in vitamin B12) to the bioreactor; days 15 to 0
clearly illustrate a trace metal (cobalt) limited reactor operation.
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15 days (Fermoso et al., 2008c). Kida et al. (2001) observed that
the methanogenic activity with acetate as the substrate (pH 7,
37 C), as well as the F430 and corrinoid concentrations in
methanogenic mesophilic biomass from a sewage treatment
plant decreased with decreasing amounts of Ni2+ and Co2+
supplied. Theomission of nickelmight thus resultin a reduced
amount of coenzyme F430, thereby decreasing the SMA of the
sludge. The reduced SMA in the absence of nickel was notobserved until day 129 (Fermoso et al., 2008d). The initial
concentration of nickel in the seed sludge (43 g g TSS1) was
probably enough to support the enzymatic activity and
synthesis of coenzyme F430 for a considerably long time, even
if the size of the Methanosarcina population increased. More-
over, many organisms respond to a lower metal bioavailability
by an increased synthesis of metal transporters (Sunda and
Huntsman, 1998). This type of adaptation to low nickel
concentrations might also have contributed to the longer
time-period before a decrease in methylotrophic activity is
observed (Zandvoort et al., 2002b).
Only a few papers have addressed deprivation of other
essential metals during methanogenesis, as zinc or iron.
Osuna et al. (2002) studied metal deprivation in VFA fed
UASB reactors. The latter authors found that when adding
solely zinc to the medium, the SMA with acetate as the
substrate of metal deprived sludge increased by 36%. Sauer
and Thauer (1997) foundin enzymatic studies thatthe transfer
of the methyl group from CH3-MT1 to coenzyme M by MT2
involved in methanol degradation depends on the Zn2+
concentration. The KM value of this transfer reaction
amounted to 0.25 nM free Zn2+. This KM value is around 240
times lower than the dissolved zinc concentration in the
synthetic wastewater of a zinc limited methanol fed UASB
reactor (60 nM) at the moment zinc limitation has developed
(Fermoso et al., 2008b). The metalbiofilm interactions induce
differences between the Km value found by Sauer and Thauer
(1997) (with enzymes) and the dissolved zinc concentration at
the time of zinc limitation found by Fermoso et al. (2008b)
(with sludge granules).
Cobalt, nickeland zinc are componentsof different enzymes
involved in anaerobic methanol degradation (Fermoso et al.,
2008b,c,d). This suggests that also other metals present in the
enzyme system involved in methanol degradation may follow
the same pattern as well, e.g. iron which is present in
heterodisulfide reductase (Deppenmeier et al., 1999) or copper
which is present in Acetyl-CoA synthase (Seravalli et al., 2003).
5.1.2. Other substrates in anaerobic bioreactors
Zandvoort et al. (2006a) screened four full-scale bioreactors for
their response to trace metals, using three methanogenic
substrates, viz. methanol, acetate and H2/CO2. The four
reactors treat alcohol distillery wastewater, paper mill waste-
water, groundwater contaminated with perchloroethane and
brewery wastewater. In accordance with Section 5.1.1.,
Zandvoort et al. (2006b) observed a significant response
using methanol as the substrate. However, no significant
response to the supply of metals was found in activity tests
with acetate or H2/CO2 as the substrates. The trace metals
initially presented in each of the granular sludge inocula used
are sufficient for attaining the optimal activity on acetate and
H2/CO2 for all four sludges tested (Zandvoort et al., 2006b).
Propionate is a key intermediate in the conversion of
complex organic matter under methanogenic conditions (De
Bok et al., 2004). Propionate oxidation can only proceed if the
product H2 and formate are removed by methanogens or other
H2 or formate utilizing bacteria (Stams, 1994). Molybdenum,
tungsten and selenium are essential trace metals and are
often essential for enzymes catalyzing reactions, such as
formate dehydrogenase (FDH), which catalyze formate pro-duction by propionate oxidizers (Dong et al., 1994). In defined
cocultures of Syntrophobacter fumaroxidans and Methanospiril-
lum hungatei, grown on propionate, molybdenum and tungsten
limitation lowered the methane production rate and the FDH
activity in cell extracts of each organism (Jiang, 2006). There-
fore, in case of insufficient amounts of molybdenum and
tungsten are present in theinfluent, a limitation of propionate
oxidation is likely to develop in full scale reactors with
propionate as a key-intermediate.
5.2. Metal toxicity in bioreactors
Trace metals at a too high concentration can cause inhibition
of the methanogenic process (Bhattacharya et al., 1995; Ram
et al., 2000). Although heavy metal toxicity in UASB reactors
has been studied abundantly, reported values of toxic
concentrations vary considerably between different authors
(Fang, 1997; Fang and Hui, 1994; Karri et al., 2006; Lin and
Chen, 1997, 1999). In view of the importance of nickel and
cobalt in methanogenic processes, toxicity studies of these
metals are of high importance. The inhibition of methano-
genic activity from anaerobic sludge by nickel and cobalt has
been studied abundantly and high differences in toxic
concentrations were found (Table 2). This is due to the fact
that most authors report the total metal concentration in the
liquid phase, and do not consider metal speciation. Therefore,
the observed toxic concentrations are affected by differences
in medium composition, which causes changes in metal
speciation (Jansen et al., 2007; Worms et al., 2006).
5.3. Metal dosing
5.3.1. Metal dosing requirements
Bioreactor studiesindicate thatmetalsupplementation improves
in most cases the reactor efficiency, mainly measured as the
increase of methane production. However, metal supplementa-
tion toanaerobic wastewater treatment systems hasnot yetbeen
systematically researched (Table 3). Moreover, the approaches
used to study metal supplementation are hardly comparable.
Nutrient supply has also been studied at different tempera-
tures, ranging from 7 C (Li et al., 2007) up to 55 C (Paulo et al.,
2004). Different reactor configurations have been used in these
studies: such as UASB reactors (Espinosa et al., 1995; Shen et al.,
1993), fed-batch UASB sludges (Sharma and Singh, 2001),
anaerobic download fixed film reactors (Murray and Van den
Berg, 1981), anaerobic film expanded bed reactors (Kelly and
Switzenbaum,1984), upflow flocculent sludge reactors(Callander
and Barford, 1983) or continuous stirrer tank reactors (Percheron
et al., 1997).
Also different substrates have been fed to these metal
supplementation studies, including volatile fatty acids (Hoban
and Van Den Berg, 1979; Shen et al., 1993; Speece et al., 1983 ),
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sulfate laden organics (Patidar and Tare, 2006), cane molasses
stillage (Espinosa et al., 1995), methanol (Florencio et al., 1993),
food industry wastewater (Oleszkiewicz and Romanek, 1989),
distillerywastewater (Sharma andSingh,2001), beanwastewater
(Murray and Vanden Berg, 1981),whey(Kelly and Switzenbaum,
1984), sugar cane fermentation waste (Callander and Barford,
1983) or molasses wastewater (Percheron et al., 1997).
5.3.2. Dosing protocol
In continuous methanol fed UASB reactors, cobalt supple-
mentation is required to maintain a high SMA, and therefore,
to prevent reactor acidification (Zandvoort et al., 2003).
Different cobalt dosing strategies have been studied in
methanol fed UASB reactors: continuous addition of a low
CoCl2 concentration to a methanol fed UASB reactor only
slightly enhanced the SMA of the sludge (Zandvoort et al.,
2002a). The same author studied the possibility of pre-loading
sludge by pre-incubating the inoculum in a 1 mM CoCl2solution for 24 hours. Pre-loading clearly overcame cobalt
limitation in the methanol fedUASBreactor(Zandvoort et al.,
2004). Pulse dosing of cobalt increased the SMA with
methanol as the substrate 4 times, clearly overcoming cobalt
limitation (Zandvoort et al., 2004). A drawback of these
dosing protocols is that high amounts of cobalt are lost with
the effluent.
5.3.3. Chemical species to be dosed
Repeated pulse addition of low amounts of cobalt is an efficient
dosing strategyto maintaina stable methanogenicmethanol fed
UASB reactor. Pulseadditionof cobalt(5 molescobalt perlitreof
reactor volume) in the form of CoCl2 creates a pool of cobalt in
the granular sludge matrix due to the high cobalt retention
(around 90%). In contrast, a much smaller cobalt pool is formed
when cobalt is dosed as Co-EDTA2: only 8% of the supplied Co-
EDTA2 is retained (Fermoso et al., 2008a). Additionally, cobalt
wash-out wasmuch less compared to the pulse addition of high
amountsof cobaltor thepre-loading cobalt strategiesreported in
previous studies with methanol fed UASB reactors. The cobalt
pool formed upon CoCl2 dosing was enough to keep stable
methanogenesis at an OLR of 8.5 g COD L1reactord1 for more than
15 days between the pulses. Additionally, pulse addition of CoCl2presents several advantages compared to Co-EDTA2. First of all,
as cobalt added as chloride is much more retained in the
granular sludge compared to cobalt bound to EDTA, its addition
frequency would be much lower, i.e. once per 15 days for CoCl2versusonceper 7 days forCo-EDTA2. Theside-effectsthatEDTA
Table 2 Toxic concentrations of cobalt, nickel and zinc in methanogenesis processes.
Metal Organism Reactor /technique
Toxic concentration Conditions Reference
Cobalt Mixed anaerobic
sludge
Anaerobic
toxicity
bioassays
Up to 35400 mg L1 (no
detectable inhibition)
The sludge was fed with nutrients and acetate or
glucose as the sole carbon source under oxygen-
free condition at 351 C.
Bhattacharya
et al. (1995)
600800 mg L1 (717%
inhibition)
950 mg L1 (100% inhibition)
15-day-old wet
slurry from
digested cattle
manure
Batch
bottles
120 g g dry matter1 The experiment was performed at 37 C. Jain et al.
(1992)
Nickel Anaerobic granular
sludge
UASB
reactor
81 mg L1 (50% inhibition of
VFA degradation)
The digesters were acclimated in a 13.5-liter UASB
reactor at 351 C. The HRT was 1 and 2 days.
Lin and Chen
(1999)
440 mg L1 (50% inhibition of
VFA degradation)
Anaerobic starch-
degrading granules
UASB
reactor
118 mg L1 (IC50 or 50%
inhibition of SMA)
The reactor was continuously fed with synthetic
wastewater composing starch as the sole organic
carbon source.
Fang and Hui
(1994)
Anaerobic granular
sludge
UASB
reactor
81 mg L1 (50% inhibition, bed
sludge)
The reactors were treating winery wastewater and
were acclimated in a 13.5-liters UASB reactor at 35
1 C. TheHRT was 1 day and the acclimation period
for the seed sludge was six months.
Lin and Chen
(1997)
78 mg L1 (50% inhibition,
blanket sludge)
Anaerobic granular
sludge from lab-
scale UASB reactor
UASB
reactor
118 mg L1 L (IC50) Granules were sample from four UASB reactors at
COD loading rate of 10 g COD L1 d1 for over six
months at 37 C.
Fang (1997)
Zinc Anaerobic granular
sludge from lab-
scale UASB reactor
Batch
bottles
690 mg L1 (50% inhibition of
methanogenic activity with
sludge operated at HRT 1 day)
The experiment was performed at 351 C
Winery wastewater as substrate.
Lin and Chen
(1999)
270 mg L1 (50% inhibition of
methanogenic activity with
sludge operated at HRT 2 day)
Anaerobic granular
sludge from lab-
scale UASB reactor
Batch
bottles
96 mg L1 (50% inhibition of
methanogenic activity)
The experiment was performed at 371 C
Starch synthetic wastewater as substrate.
Fang (1997)
UASB reactor: Upflow anaerobic sludge bed reactor.
CSTR: Completely stirred tank reactor.
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causes damage to the granular sludge matrix and to the
microbial cells (Fermoso et al., 2008a) make EDTA an unreliable
ligand to use in full scale applications that require trace metal
supplementation. There are several ligands that could be even
more effective than chloride, such as vitamin B12, a complex
organic macromolecule with a cobalt ion as the catalytic centre,
which has been shown to enhance the methanogenesis of
carbon tetrachloride (Guerrero-Barajas and Field, 2005).
5.3.4. Quantity to be dosed
Calculation of therequiredamount of cobaltneeded perday to
support adequate methanogenesis is very important for
practice. With the data provided by Fermoso et al. (2008a),
the calculation of the mg of cobalt needed to be dosed per litre
of reactor and per day wasobtained empirically. Considering a
stable methanol removal period of 15 days after the CoCl2pulse additionand anOLR of8.5 g COD L1reactord
1, the required
cobalt amounted to 0.36 mol Lreactor1 d1 of CoCl2. In case of a
Co-EDTA2 pulse, considering a stable methanol removal
period of 7 days upon the pulse, the required cobalt amounted
to 0.77 mol Lreactor1 d1 of CoCl2. In a methanol fed UASB
reactor with an OLR of 2.6 g COD L1reactor d1, Zandvoort et al.
(2002a) estimated that 0.15 mol Lreactor1 d1 would be required
to maintain a stable methanol removal capacity when CoCl2was supplied continuously.
5.3.5. Timing of dosing
Fermoso et al. (2008a) showed that cobalt addition to cobalt-
limited methanol fed reactors has to be done before accumula-
tion of volatile fatty acids (VFA) in the effluent. If the addition is
doneafterVFAaccumulation,theVFA accumulationwill actually
be enhanced and reactor acidification will occur (Fig. 4A).
Fermoso et al. (2008a) have also shown that the addition of
methanol before VFA accumulation in a methanol-fed UASB
reactor enhanced methanogenesis. Therefore, a rational timing
of the cobalt addition as studied by (Fermoso et al., 2008a) hasto
be implemented in the strategies of metal addition for full-scale
anaerobic bioreactors.
6. Future perspectives
6.1. Mechanistic model of metal dynamics
A much more accurate quantification of the required amount
and dosing time of cobalt to be dosed can be obtained when a
mechanistic model for the CoCl2 dosing to methanol fed UASB
reactors is developed. The mechanistic modelling of the cobalt
uptake rate is, however, rather complicated because of the
complexity of the system under study, where the relation
between chemical speciation, biological uptake, biomass
Table 3 Stimulation of biological conversions in anaerobic bioreactors by metal supply.
Suppliedmetal
Reactor Temperature(C)
pH Substrate OLR(g CODL1d1)
Effect upon metal addition Reference
Fe CSTR 35 Acetate 0.25 Increase acetate removal Hoban and Van
Den Berg (1979)
Fe Upflow flocculent
sludge reactor
36 7.55 Cane fermentation
waste
0.750 Increase acetate removal Callander and
Barford (1983)
Ni, Co
and Fe
Fed-Batch pH-
stat
6.6 Acetate 4.3 Increase acetate removal Speece et al.
(1983)
Trace
metals
Anaerobic film
expanded bed
reactor
20, 25, 30
and 35
6.9 Whey Increase COD removal Kelly and
Switzenbaum
(1984)
Ni Poultry waste
digester
50 7.5 Chicken manure Increase biogas formation Williams et al.
(1986)
Ni, Co
and Fe
UASB reactor 35 6.9
7.3
Food industry
wastewater
15 Faster sludge growth and
better sludge retention.
Increase in COD removal
Oleszkiewicz
and Romanek
(1989)
Co UASB reactor 30 6.8 Methanol 8.5 Increase COD removal Florencio et al.
(1993)
Ni, Co
and Fe
UASB reactor 35 6.8 Volatile fatty acids 11 Increase COD removal Shen et al.
(1993)
Ni, Co
and Mo
UASB reactor 35 7.8 Cane molasses
stillage
21.5 Increase COD removal Espinosa et al.
(1995)
Co and Fe CSTR 35 7.8 Molasses
wastewater
2 Improve anaerobic digestion Percheron et al.
(1997)
Ni, Co
and Fe
Fed-batch
granular sludge
35 6.7
7.5
Distillery
wastewater
5.9 Improve methanogenic activity Sharma and
Singh (2001)
Co UASB reactor 30 7.0 Methanol 20 Increase SMA and methanol
removal
Zandvoort et
al. (2004)
Co UASB reactor 55 Methanol 4.38.9 High activity of methanogens Paulo et al.
(2004)
Trace
metals
UASB reactor 725 High concentrated
organic wastewater
Increase VFA removal Li et al. (2007)
UASB reactor: Upflow anaerobic sludge bed reactor.
CSTR: Completely stirrer tank reactor.
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growth, hydrodynamics of the reactor and biofilm character-
isticshas to be takenintoaccount (Jansen, 2004). Some of these
aspectsare describedin the literature for biofilm systemsother
than granular sludge (Arican et al., 2002; Flemming, 1995;
Flynn, 2003; Wang et al., 2003; Weng et al., 2003; Worms et al.,
2006), but the aspects of greatest importance, i.e. chemical
interactions between cobalt and the granular sludge matrix, as
well as cobalt uptake and biomass growth kinetics are not yet
quantified (Van Hullebusch et al., 2003), which hampers the
development of these models.
6.2. Metal dynamics in living cells
An important prerequisiteforfurther understanding of themetal
dynamics in living cells is the ability to image the concentration
of trace metals in living cells in real time (Table 4). Fluorescence
microscopy is ideally suited for this purpose, and the develop-
ment of fluorescent probes that bind transition metal ions with
highaffinity andselectivityhasrecently becomean areaof active
research (Van Dongen et al., 2006), and can contribute to depict
the metal-microorganism interaction at single cell level in the
biofilm system.
Imaging of the element distribution in cells and biofilm
sections is becoming possible with sub-micrometer spatial
resolution and picogram-level sensitivity owing to advances in
laserablation MS(MassSpectrometry),ion beam andsynchrotron
radiation X-ray fluorescence microprobes (Gordon et al., 2008).
Progress in nanoflow chromatography and capillary electrophor-
esis coupled with element specific ICP MS (Saba et al., 2007;
Schaumlffel, 2007) and molecule-specific electrospray MS/MS
and Matrix-assisted laser desorption/ionization (MALDI) (Thar-
amani et al., 2008) enables speciation of elements in micro-
samples in complex biological environment as the anaerobic
granular sludge.
6.3. Metal dynamics and solid state speciation in anaerobic
granular sludge
The increasing sensitivity of EXAFS (Extended X-ray Absorp-
tion Fine Structure) and XANES (X-ray Absorption Near Edge
Table 4 Future research directions to improve the trace metal supplementation to UASB and anaerobic biofilm reactors.
Improvement in the characterization of Tool
Metalmicrobe interactions
To image the concentration of trace metals in living cells
in real time.
Fluorescence microscopy with advanced fluorescent probes that bind transition
metal ions with high affinity and selectivity.
Element distribution in cells and biofilm sections. Sub-micrometer spatial resolution and picogram-level sensitivity owing to
advances in laser ablation MS, ion beam and synchrotron radiation X-ray
fluorescence microprobes.
Speciation of elements in microsamples in complex
biological environment as the anaerobic granular sludge.
Nanoflow chromatography and capillary electrophoresis coupled with element
specific ICP MS and molecule-specific electrospray MS/MS and MALDI.
Metalsbiofilm interactions
To identify and to determine in situ the relative amounts
of functional sulfur species down to low concentrations
providing information about the oxidation state,
fingerprint speciation of metal sites and metal-site
structures.
EXAFS and XANES, owing to the use of more intense synchrotron beams and
efficient focusing optics, offers a unique non-destructive tool.
Non-invasively monitor metal transport processes and
biomass accumulation and distribution.
Nuclear magnetic resonance (NMR) methods.
Determination of cobalt taken up into the cell. Mapping radioactive metal isotopes previously supplied to the anaerobic
granule.
Metalsliquid phase interactions
To study the dissolved metal speciation. Techniques using semi permeable gels, such as DET, DGT or SOFIE.
Techniques using selective membranes, such as DMT (charge selective), and PLM
(ion selective).
Dynamic electrochemical techniques, such as voltammetries and (S)SCP for
metals that can amalgamate with mercury, or certain types of microelectrodes.
Combinations, such as GIME (porous gel in combination with voltammetry),
CGIME (a GIME with a layer of metal binding resin) or certain types of
microelectrodes.
MetalsUASB interactions
Trace metal source with a defined flux over the UASB. The DMT in a reversed set-up. The sensor and the dosing are then combined in
one unit.
To minimize the metal losses by manipulating the cobalt
dissolution rate.
Cobalt in slow release capsules.
Electrochemical release of cobalt.
Inclusion of trace metal measurement on the reactor
system as a controlled parameter.
Electrochemical sensors for trace metal analysis in water, using either
microlithographically fabricated- or screen-printed microelectrode arrays.
Implementation of metal pulse dosing as manipulated
parameter in process control algorithms.
Process control can alleviate fluctuations in metal loading rates and
subsequently increase the efficiency of anaerobic wastewater treatment plants.
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Structure), owing to the use of more intense synchrotron
beams and efficient focusing optics, offers a unique non-
destructive tool to identify and to determine in situ the
relative amounts of functional sulfur species down to low
concentrations providing information about the oxidation
state, fingerprint speciation of metal sites and metal-site
structures (Jalilehvand, 2006; Lobinski et al., 2006). The
application of more elaborate sulfur extraction schemes foranaerobic granular sludge, yielding more specific fractions
including elemental sulfur and disulfides (Canheld et al., 1998;
Van der Veen, 2004), which have been successfully applied to
freshwater and marine sediments, can also contribute to a
better characterization of the sulfur pool in anaerobic granular
sludge. Nuclear magnetic resonance (NMR) methods provide
the ability to non-invasively monitor metal transport pro-
cesses and biomass accumulation and distribution (Seymour
et al., 2007). The further determination of cobalt taken up into
the cell, e.g. by mapping radioactive metal isotopes previously
supplied to the anaerobic granule, is another way to better
characterize this metal fraction (Lombi et al., 2001).
6.4. Analytical methods for speciation analysis
For studying the dissolved metal speciation, the low metal
concentrations and properties of the medium of anaerobic
bioreactors set very specific demands on the experimental
techniques chosen (Table 4). In general, a number of methods is
available, including: techniques using semi permeable gels,
such as diffusive equilibrium thin films (Bottrell et al., 2007),
diffusion gradient in thin films (Davison and Zhang, 1994),
sediment or fauna incubation experiment technique (Vink,
2002); Techniques using selective membranes, such as DMT
(charge selective) (Temminghoff et al., 2000), and permeation
liquid membrane (ion selective) (Parthasarathy et al., 2003);
dynamic electrochemical techniques, such as voltammetries
(Buffle and Tercier-Waeber, 2005) and stripping chronopoten-
tiometry at scanned deposition potential (Van Leeuwen and
Town, 2003) for metals that can amalgamate with mercury;
combinations, such as gel integrated microelectrodes (GIME)
(porousgel in combination with voltammetry) or CGIME (a GIME
with a layer of metal binding resin) (Buffle and Tercier-Waeber,
2005). Jansen et al. (2005) assessed the applicability of Compe-
titive LigandExchange Adsorptive Stripping Voltammetry (CLE-
AdSV) to analyze cobalt and nickel speciation in anaerobic
bioreactor media. This technique has the advantages of
selective detection of both cobalt and nickel at low concentra-
tions and the possibility of analyzing strong binding properties.
It combines bulk equilibrium ligand exchange with a two-step
electrochemical technique. Jansen et al. (2005) presented linear
calibration for both cobalt and nickel in anaerobic media down
to ca. 1 nM using CLE-AdSV and demonstrated the suitability of
the technique for distinguishing between strongly bound and
loosely bound/free fractions of metals.
6.5. Process monitoring and control
The DMT principle (Temminghoff et al., 2000) can be used in a
reversed set-up to control the addition of trace metals to
the reactor (Schrder, personal communication). Two general
set-ups are conceivable: by coupling the reactor via a DMT
membrane with a nutrient solution, buffered by the addition
of a strong ligand, the free ion activity of the reactor solution
can be controlled. The DMT cell can also be used as a trace
metal source with a defined flux over the membrane surface.
The sensor and the dosing are then combined in one unit,
which is a very elegant solution. Other kinds of cobalt dosing
strategies that minimize the metal losses by manipulating the
cobalt dissolution rate can be developed in further research,e.g. includingcobalt in slow release capsules (Im et al., 2005) or
electrochemical release of cobalt (Cosnier et al., 1994) (Table4).
Electrochemical sensors havebeen developedfor tracemetal
analysis in water, usingeither microlithographically fabricated-
or screen-printed microelectrode arrays (Nol et al., 2006; Xie
et al., 2005). The sensors are chiefly based on the principles of
stripping voltammetry (anodic, cathodic, and adsorptive vol-
tammetry) and stripping potentiometry (Ostapczuk, 1993). The
combination of microelectrodes and computer-controlled min-
iaturized instrumentation is very suitable for the development
of portable analytical instruments for in situ and on-site
measurement of heavy metals in reactors (Xie et al., 2005). The
inclusionof trace metal measurement in thereactor systemas a
controlled parameter will allow to implement metal dynamics
in process control design. Different applicable control strategies
include feedforward, supervisory, multivariable and adaptative
control features as well as sophisticated digital logic control
(Stephanopoulos, 1984). The implementation of metal pulse
dosing as manipulated parameter in such process control
algorithms can compensate process disturbances, such as
variation in incoming flows, wastewater characteristics or
temperature. Process control can thus alleviate fluctuations in
metal loading rates and subsequently increase the efficiency of
anaerobic wastewater treatment plants.
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