Les systèmes bio-électrochimiques comme technologie d'avenir · 2016-04-25 · Les systèmes...
Transcript of Les systèmes bio-électrochimiques comme technologie d'avenir · 2016-04-25 · Les systèmes...
HES-SO Valais-Wallis Page 1
Les systèmes bio-électrochimiques comme technologie d'avenir
Maxime Blatter
HES-SO Valais-Wallis / Institut Technologies du Vivant
Lab. Biotechnologie Chimique
HES-SO Valais-Wallis Page 2
Généralités:
Matière
organique BES
Electricité
Hydrogène
gaz
H2
Autres produits
de valeur NaOH / CH4 / EtOH / BuOH
HES-SO Valais-Wallis Page 3
Source de matière organique / microorganismes :
Déchets
agricoles
Déchets
du secteur
alimentaire
Déjections
humaines
De nombreux microorganismes peuvent se développer
dans les STEP
HES-SO Valais-Wallis Page 4
Considerations économiques:
Potential énergétique contenu dans les eaux usées > Energie
nécessaire à leurs traitement.
Implémenter les systèmes bioélectrochimiques
directement dans les stations de traitement des
eaux.
Traitement des eaux usées : 3.1 milliards $ (Europe, 2010)
HES-SO Valais-Wallis Page 5
Principe de fonctionement des BES:
Anod
e
Cath
od
e
V
Mic
roorg
anis
mes
Mic
roorg
anis
mes
Matière organique
H+
CO2 e-
PS
e-
2H2O + 2e-
H2 + 2 OH-
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Matériel de construction:
Anode: Reticulum vitreous carbone (RVC)
Cathode: Platinized RVC
Membrane: Proton exchange membrane (Nafion type)
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L’utilité du biofilm :
Introduction
Bioelectrochemical systems:
Wastewater treatment, bioenergy and valuable
chemicals delivered by bacteriaGlobally, billions of euros are spent treating trillions of litres of wastewater every year, consuming substantial amounts of
energy. However, this wastewater could act as a renewable resource, saving significant quantities of energy and money,
as it contains organic pollutants which can be used to produce electricity, hydrogen and high-value chemicals, such as
caustic soda. This can be achieved if the organic matter is broken down by electrically-active bacteria in an electrochemical
cell, which, at the same time, helps clean up the wastewater. Examples of such ‘bioelectrochemical systems’ (BES) are
microbial fuel cells (MFCs) and microbial electrolysis cells (MECs).
Box 1:
Wastewater treatment in Europe
EU Member States are obliged to collect and treat domestic and industrial
wastewater from urban areas under the Urban Wastewater Directive1.
Every year, wastewater is dealt with in plants across the EU with the
collective treatment capacity equivalent to around 550 Million ‘population
equivalents’ (European Commission, 2011). Population equivalent is a
concept used in the wastewater sector, and is the theoretical measure of
the organic pollutant load generated by a human being, and includes both
domestic and industrial wastewater flow.
1. http://ec.europa.eu/environment/water/water-urbanwaste/index_en.html
Figure 1. Scanning electron microscopic images of a mixed culture bioelectrocatalytic anodic biof lm derived from wastewater on a carbon f bre electrode, at dif erent magnif cations of 5 and 30 µm.
T is Future Brief from Science for Environment Policy
examines the use of BES to treat wastewater and generate
electricity, hydrogen and valuable chemicals.
Although further work is needed to understand
important biological and engineering issues that
underpin the biotechnology, laboratory experiments
have shown BES can work. So far, however, only a few
pilot studies have been run in real-world conditions
and more pilot studies and scaled-up demonstration
projects are needed to prove the reliability of the
systems. In addition, costs have to be competitive with
other wastewater treatment and chemical production
processes before the biotechnology can be adopted on
a commercial scale. However, researchers are optimistic
that commercial installations could be realised in two to
f ve years’ time.
Les microorganismes forment un biofilm sur l’anode
HES-SO Valais-Wallis Page 8
Différence entre MFC et MEC :
MFC MEC
HES-SO Valais-Wallis Page 9
Cellule microbienne de désalinisation (MDC):
Basée sur le
principe de
migration des
espèces chimique
chargées.
HES-SO Valais-Wallis Page 10
Production d’électricité et traîtement des eaux usées:
Travail en cours à la HES-SO Valais-Wallis.
Publication : M. Sugnaux, S. Mermoud, A. F. da Costa, M. Happe & F. Fischer (2013). Bioresource Technology, 148, 567-573.
Application:
Electricity, Waste Treatment (the classic use)
A
O2 H
2 O
Ox
ida
tion
Waste Water H+
e-
Electricity
e-
Microbe
On-going work at HESSO Valais.
Sugnaux, M., Mermoud, S., da Costa, A. F., Happe, M., & Fischer, F. (2013). Bioresource Technology, 148, 567-573.
HES-SO Valais-Wallis Page 11
Production de Base (NaOH) à partir des eaux usées:
Publication : M. Blatter, M. Sugnaux, C. Comninellis, K. Nealson & F. Fischer (2016). En soumission.
A
H2 O
OH
-
Ox
ida
tion
Waste Water
Application:
Base (NaOH) production from waste water
Na+
e- e-
Microbes
Chemical Base (NaOH)
Cathode reaction: O2 + 4e- + 2H+ + 2 Na+ à 2 NaOH
M. Blatter, M. Sugnaux, C. Comninellis, K. Nealson, F. Fischer, 2016 in submission.
A
H2 O
OH
-
Oxid
atio
n
Waste Water
Application:
Base (NaOH) production from waste water
Na+
e- e-
Microbes
Chemical Base (NaOH)
Cathode reaction: O2 + 4e- + 2H+ + 2 Na+ à 2 NaOH
M. Blatter, M. Sugnaux, C. Comninellis, K. Nealson, F. Fischer, 2016 in submission.
HES-SO Valais-Wallis Page 12
Formation de Bio-Méthane:
Publication : M. Sugnaux, M. Happe, C. P. Cachelin, F. Fischer, en péparation
Anode
CO
2 C
H4
Ox
ida
tion
Potentiostat
Reference
+ -
H+
e- e-
Application: Bio-Electro-Methanisation
VA
Cathode
Wet Activated Sludge à CH4 + «CO2»
Methane
M. Sugnaux, M. Happe, C. P. Cachelin, F. Fischer, in preparation.
Waste water
Anode
CO
2 C
H4
Ox
ida
tion
Potentiostat
Reference
+ -
H+
e- e-
Application: Bio-Electro-Methanisation
VA
Cathode
Wet Activated Sludge à CH4 + «CO2»
Methane
M. Sugnaux, M. Happe, C. P. Cachelin, F. Fischer, in preparation.
Waste water
HES-SO Valais-Wallis Page 13
Anode
2H
+ H
2
Oxid
atio
n
Potentiostat
Reference
+ -
H+
e- e-
Application:
Bio-Hydrogen Evolution Reaction
VA
Cathode
C6H12O6 + 6H2O à 6CO2 + 6H2
Hydrogen
Overpotential only 0.13 V
M. Sugnaux, M. Happe, C. P. Cachelin, F. Fischer, in preparation.
Microbes
Waste
water
Formation de Bio-Hydrogène:
Publication : M. Sugnaux, M. Happe, C. P. Cachelin, F. Fischer, en péparation
HES-SO Valais-Wallis Page 14
Réduction du CO2 par des Microalgues:
Travail de bachelor en cours à la HES-SO Valais-Wallis.
A
Microalgae on
cathode
O2 H
2 O
Ox
ida
tion
CO2
Application:
CO2 Reduction by Microalgae
H+
e-
Light
H2
Electricity
e-
Chlamydomonas
reinhardtii
Microbes
Cathode reaction: ½O2 + 2e- + 2H+ à H2O
And other effects?
On-going bachelor work at HESSO Valais.
Waste water
A
Microalgae on
cathode
O2 H
2 O
Ox
ida
tion
CO2
Application:
CO2 Reduction by Microalgae
H+
e-
Light
H2
Electricity
e-
Chlamydomonas
reinhardtii
Microbes
Cathode reaction: ½O2 + 2e- + 2H+ à H2O
And other effects?
On-going bachelor work at HESSO Valais.
Waste water
HES-SO Valais-Wallis Page 15
PO43-
Réserves minières : 50-100 ans
Présent dans les stations d’épuration
Phosphate est un
composant essentiel
des engrais
Projets de Recherche: Extraction du phosphate à partir des eaux usées
Struvite BES
Moyen de récuperation
HES-SO Valais-Wallis Page 16
Projets de Recherche: Extraction du phosphate à partir des eaux usées
A
Fe
P P
O4
Ox
ida
tion
Waste Water
Application:
Phosphate extraction from waste
H+
e- e-
Microbes
Cathode reaction (simplified): FeP(s) à Fen+ + PO43-
Fertilizer and
Industrial Phosphor
FeP Sludge
On-going work at HESSO Valais
Happe, M., Sugnaux, M., Cachelin, C. P., Stauffer, M., Zufferey, G., Kahoun, T., ... & Fischer, F. (2016). Bioresource Technology, 200, 435-443.
A
Fe
P P
O4
Ox
ida
tion
Waste Water
Application:
Phosphate extraction from waste
H+
e- e-
Microbes
Cathode reaction (simplified): FeP(s) à Fen+ + PO43-
Fertilizer and
Industrial Phosphor
FeP Sludge
On-going work at HESSO Valais
Happe, M., Sugnaux, M., Cachelin, C. P., Stauffer, M., Zufferey, G., Kahoun, T., ... & Fischer, F. (2016). Bioresource Technology, 200, 435-443.
Travail en cours à la HES-SO Valais-Wallis.
Publication : M. Happe, M. Sugnaux, C. P. Cachelin, M. Stauffer, G. Zufferey, T. Kahoun, […] & F. Fischer (2016). Bioresource
Technology, 200, 435-443
HES-SO Valais-Wallis Page 17
Ash/sludge layer
Unreacted core
Reactive area C
on
ce
ntr
ation
of
so
lid r
ea
ge
nt
R R rc rc 0
Time Low conversion High conversion
Projets de Recherche (MFC / MEC): Extraction du phosphate à partir des eaux usées
OH-
OH- FeP
OH-
PO43-
PO43- d
HES-SO Valais-Wallis Page 18
Projets de Recherche (MFC / MEC): Extraction du phosphate à partir des eaux usées
ReactionChemistry&Engineering ARTICLE
Thisjournalis©TheRoyalSocietyofChemistry2016 React.Chem.Eng.,2016,00,1-3|5
Pleasedonotadjustmargins
Pleasedonotadjustmargins
3.1.2Influenceoftemperature
Thetemperatureinfluencedthephosphateremobilisation
rate substantially.Asa referencepoint, a remobilisation
mixturewithapHof12.4wasusedasitled,at25°C,toa
relativelyslowreaction(Fig.3).Whenrisingthetemperatureto
40°Cthereactionratewaswellenhancedandwithafurther
augmentation(70°C)theremobilisationbecameevenfaster
(Fig.4).Anincreaseofthetemperatureresultedinahigher
reactionrateconstantkobs.Thereactionbecame2.5times
fasterat40°C(kobs=4.5.10
-5s-1)incomparisonto25°C(kobs=
1.7.10
-5s
-1)and6timesmorerapidwhenopposingto15°C
(kobs=7.3.10
-6s-1).Duetothattemperaturedependency,the
activationenergywaspossibletodeterminebytheArrhenius’
law(Eq.9)tobeEa=55kJ/mol.Thistemperaturedependence
wasnotvisibleinotherwork23.Theeffectofthetemperature
remainsprobablyinvisibleatimportantpH,hinderedbythe
influenceoftheimportanthydroxideconcentration.Herethe
initialpHwassetto12.4toobservetheconsequencesofan
increaseoftemperatureandevenamoderatetemperature
risealreadyimprovestheremobilisationprocesssubstantially
(Fig.4).
3.1.3Influenceofstirringvelocity
Ahigherstirringrateacceleratedtheremobilisationina
consequentialmanner.Doublingthevelocityfrom200to400
rpm almost quadrupled the percentage of phosphate
remobilisedafteroneday,from25to92%(Fig.5).Ahigher
stirringrateinducedagreatermobility(! (! ))ofthechemical
basewithinthesludgematrix.Thus,ahighermasstransfer
(!! ,! ! )duetoconvectionwasachieved(Eq.14)andenhanced
remobilisationratesbecamepossible.
!! ,! ! = ! ! ! (! ) (14)
3.1.4Influenceofsludgeconcentration
Thedigestedsewagesludgewaspartlydissolvedinwater
as a suspension. When too much sludge was used it
accumulatedontopofthesuspension.Thiseffectoccurred
when exceeding a sludge concentration of 20g/L. The
investigation was thus limited to smaller concentrations
(<20g/L).Inthatexperimentalrangethesludgematrixwould
thickenasfunctionoftheincreasemediumconcentrationand
thereactionbetweenironphosphateandhydroxideions
should be more difficult (Sec.2.5) implying lower
remobilisation yields, what was experimentally verified
(Fig.6A). When using a concentration of 6.7g/L the
remobilisationefficiencywas68%after20hagainstonly26%
with20g/L.Thehighersludgeconcentrationinvolvedagreater
iron phosphate content, which leads to a higher base
consumption.Asaconsequence,thepHofthebulkmedium
Figure3:PhosphateremobilisationyieldsasafunctionofpH.Remobilisation
conditions:10g/ldigestedsewagesludge,26µmaverageparticlesdiameter,
25°C,variablepHand300rpm.
Figure4:Phosphateremobilisationyieldsasafunctionofprocesstemperature.
Remobilisationconditions:10g/ldigestedsewagesludge,26µmaverage
particlesdiameter,threedifferenttemperatures,pH=12.4and300rpm.
Figure 5: Phosphate remobilisationyieldsasa function of stirring rates.
Remobilisationconditions:10g/ldigestedsewagesludge,26µmaverage
particlesdiameter,25°C,pH=12.7andfourdifferentstirringrates.
Figure3: Figure4:
Figure5:
ReactionChemistry&Engineering ARTICLE
Thisjournalis©TheRoyalSocietyofChemistry2016 React.Chem.Eng. ,2016,00,1-3|5
Pleasedonotadjustmargins
Pleasedonotadjustmargins
3.1.2Influenceoftemperature
Thetemperatureinfluencedthephosphateremobilisation
rate substantially.Asa referencepoint, a remobilisation
mixturewithapHof12.4wasusedasitled,at25°C,toa
relativelyslowreaction(Fig.3).Whenrisingthetemperatureto
40°Cthereactionratewaswellenhancedandwithafurther
augmentation(70°C)theremobilisationbecameevenfaster
(Fig.4).Anincreaseofthetemperatureresultedinahigher
reactionrateconstantkobs.Thereactionbecame2.5times
fasterat40°C(kobs=4.5.10
-5s-1)incomparisonto25°C(kobs=
1.7.10
-5s
-1)and6timesmorerapidwhenopposingto15°C
(kobs=7.3.10
-6s-1).Duetothattemperaturedependency,the
activationenergywaspossibletodeterminebytheArrhenius’
law(Eq.9)tobeEa=55kJ/mol.Thistemperaturedependence
wasnotvisibleinotherwork23.Theeffectofthetemperature
remainsprobablyinvisibleatimportantpH,hinderedbythe
influenceoftheimportanthydroxideconcentration.Herethe
initialpHwassetto12.4toobservetheconsequencesofan
increaseoftemperatureandevenamoderatetemperature
risealreadyimprovestheremobilisationprocesssubstantially
(Fig.4).
3.1.3Influenceofstirringvelocity
Ahigherstirringrateacceleratedtheremobilisationina
consequentialmanner.Doublingthevelocityfrom200to400
rpm almost quadrupled the percentage of phosphate
remobilisedafteroneday,from25to92%(Fig.5).Ahigher
stirringrateinducedagreatermobility(! (! ))ofthechemical
basewithinthesludgematrix.Thus,ahighermasstransfer
(!! ,! ! )duetoconvectionwasachieved(Eq.14)andenhanced
remobilisationratesbecamepossible.
!! ,! ! = ! ! ! (! ) (14)
3.1.4Influenceofsludgeconcentration
Thedigestedsewagesludgewaspartlydissolvedinwater
as a suspension. When too much sludge was used it
accumulatedontopofthesuspension.Thiseffectoccurred
when exceeding a sludge concentration of 20g/L. The
investigation was thus limited to smaller concentrations
(<20g/L).Inthatexperimentalrangethesludgematrixwould
thickenasfunctionoftheincreasemediumconcentrationand
thereactionbetweenironphosphateandhydroxideions
should be more difficult (Sec.2.5) implying lower
remobilisation yields, what was experimentally verified
(Fig.6A). When using a concentration of 6.7g/L the
remobilisationefficiencywas68%after20hagainstonly26%
with20g/L.Thehighersludgeconcentrationinvolvedagreater
iron phosphate content, which leads to a higher base
consumption.Asaconsequence,thepHofthebulkmedium
Figure3:PhosphateremobilisationyieldsasafunctionofpH.Remobilisation
conditions:10g/ldigestedsewagesludge,26µmaverageparticlesdiameter,
25°C,variablepHand300rpm.
Figure4:Phosphateremobilisationyieldsasafunctionofprocesstemperature.
Remobilisationconditions:10g/ldigestedsewagesludge,26µmaverage
particlesdiameter,threedifferenttemperatures,pH=12.4and300rpm.
Figure 5: Phosphate remobilisationyieldsasa function of stirring rates.
Remobilisationconditions:10g/ldigestedsewagesludge,26µmaverage
particlesdiameter,25°C,pH=12.7andfourdifferentstirringrates.
Figure3: Figure4:
Figure5:
ReactionChemistry&Engineering ARTICLE
Thisjournalis©TheRoyalSocietyofChemistry2016 React.Chem.Eng.,2016,00,1-3|5
Pleasedonotadjustmargins
Pleasedonotadjustmargins
3.1.2Influenceoftemperature
Thetemperatureinfluencedthephosphateremobilisation
rate substantially.Asa referencepoint, a remobilisation
mixturewithapHof12.4wasusedasitled,at25°C,toa
relativelyslowreaction(Fig.3).Whenrisingthetemperatureto
40°Cthereactionratewaswellenhancedandwithafurther
augmentation(70°C)theremobilisationbecameevenfaster
(Fig.4).Anincreaseofthetemperatureresultedinahigher
reactionrateconstantkobs.Thereactionbecame2.5times
fasterat40°C(kobs=4.5.10
-5s-1)incomparisonto25°C(kobs=
1.7.10
-5s
-1)and6timesmorerapidwhenopposingto15°C
(kobs=7.3.10
-6s-1).Duetothattemperaturedependency,the
activationenergywaspossibletodeterminebytheArrhenius’
law(Eq.9)tobeEa=55kJ/mol.Thistemperaturedependence
wasnotvisibleinotherwork23.Theeffectofthetemperature
remainsprobablyinvisibleatimportantpH,hinderedbythe
influenceoftheimportanthydroxideconcentration.Herethe
initialpHwassetto12.4toobservetheconsequencesofan
increaseoftemperatureandevenamoderatetemperature
risealreadyimprovestheremobilisationprocesssubstantially
(Fig.4).
3.1.3Influenceofstirringvelocity
Ahigherstirringrateacceleratedtheremobilisationina
consequentialmanner.Doublingthevelocityfrom200to400
rpm almost quadrupled the percentage of phosphate
remobilisedafteroneday,from25to92%(Fig.5).Ahigher
stirringrateinducedagreatermobility(! (! ))ofthechemical
basewithinthesludgematrix.Thus,ahighermasstransfer
(!! ,! ! )duetoconvectionwasachieved(Eq.14)andenhanced
remobilisationratesbecamepossible.
!! ,! ! = ! ! ! (! ) (14)
3.1.4Influenceofsludgeconcentration
Thedigestedsewagesludgewaspartlydissolvedinwater
as a suspension. When too much sludge was used it
accumulatedontopofthesuspension.Thiseffectoccurred
when exceeding a sludge concentration of 20g/L. The
investigation was thus limited to smaller concentrations
(<20g/L).Inthatexperimentalrangethesludgematrixwould
thickenasfunctionoftheincreasemediumconcentrationand
thereactionbetweenironphosphateandhydroxideions
should be more difficult (Sec.2.5) implying lower
remobilisation yields, what was experimentally verified
(Fig.6A). When using a concentration of 6.7g/L the
remobilisationefficiencywas68%after20hagainstonly26%
with20g/L.Thehighersludgeconcentrationinvolvedagreater
iron phosphate content, which leads to a higher base
consumption.Asaconsequence,thepHofthebulkmedium
Figure3:PhosphateremobilisationyieldsasafunctionofpH.Remobilisation
conditions:10g/ldigestedsewagesludge,26µmaverageparticlesdiameter,
25°C,variablepHand300rpm.
Figure4:Phosphateremobilisationyieldsasafunctionofprocesstemperature.
Remobilisationconditions:10g/ldigestedsewagesludge,26µmaverage
particlesdiameter,threedifferenttemperatures,pH=12.4and300rpm.
Figure 5: Phosphate remobilisationyieldsasa function of stirring rates.
Remobilisationconditions:10g/ldigestedsewagesludge,26µmaverage
particlesdiameter,25°C,pH=12.7andfourdifferentstirringrates.
Figure3: Figure4:
Figure5:
Paramètres importants:
Témperature, pH, agitation
Taux de recyclage: 94%
HES-SO Valais-Wallis Page 19
Challenges futurs pour application commerciale :
• Construire des unités pouvant traîter de larges volumes
• Augmenter la densité de courrant générée par le système
• Eliminer les pertes électrochimiques
• Utiliser du matériel de construction plus abordable
• Obtenir une meilleure compréhension des procédés biologiques
impliqués
HES-SO Valais-Wallis Page 20
Bibliographie:
• European commission, Bioelectrochemical systems: wastewater treatment,
bioenergy and valuable chemicals delivered by bacteria. Science for
Environment Policy, 2013.
• D. Pant et al., Bioelectrochemical systems (BES) for sustainable energy
production and product recovery from organic wastes and industrial
wastewaters, RSC Advances, 2012, 2, 1248-1263.
• R. A. Rozendal et al., Towards practical implementation of bioelectrochemical
wastewater treatment. Trends Biotechnol., 2008, 8, 450-459.
• B. E. Logan et al., Microbial Fuel Cells: Methodology and Technology.
Environ. Sci. Technol., 2006, 40, 5181-5192.