Philipp Kuntke1, Mariana Rodrigues1, Tom Sleutels1, Michel Saakes1, Hubertus V M Hamelers1, Cees J N Buisman1,2. 1. Wetsus, European Centre of Excellence for Sustainable Water Technology, Oostergoweg 9, 8911 MA Leeuwarden, The Netherlands. 2. Sub-Department of Environmental Technology, Wageningen University, Bornse Weilanden 9, P.O. Box 17, 6700 AA Wageningen, The Netherlands.
Abstract
Nutrient and energy recovery is becoming more important for a sustainable future. Recently, we developed a hydrogen gas recycling electrochemical system (HRES) which combines a cation exchange membrane (CEM) and a gas-permeable hydrophobic membrane for ammonia recovery. This allowed for energy-efficient ammonia recovery, since hydrogen gas produced at the cathode was oxidized at the anode. Here, we successfully up-scaled and optimized this HRES for ammonia recovery. The electrode surface area was increased to 0.04 m2 to treat up to 11.5 L/day (∼46 gN/day) of synthetic urine. The system was operated stably for 108 days at current densities of 20, 50, and 100 A/m2. Compared to our previous prototype, this new cell design reduced the anode overpotential and ionic losses, while the use of an additional membrane reduced the ion transport losses. Overall, this reduced the required energy input from 56.3 kJ/gN (15.6 kW h/kgN) at 50 A/m2 (prototype) to 23.4 kJ/gN (6.5 kW h/kgN) at 100 A/m2 (this work). At 100 A/m2, an average recovery of 58% and a TAN (total ammonia nitrogen) removal rate of 598 gN/(m2 day) were obtained across the CEM. The TAN recovery was limited by TAN transport from the feed to concentrate compartment.
Nutrient and energy recovery is becoming more important for a sustainable future. Recently, we developed a hydrogen gas recycling electrochemical system (HRES) which combines a cation exchange membrane (CEM) and a gas-permeable hydrophobic membrane for ammonia recovery. This allowed for energy-efficient ammonia recovery, since hydrogen gas produced at the cathode was oxidized at the anode. Here, we successfully up-scaled and optimized this HRES for ammonia recovery. The electrode surface area was increased to 0.04 m2 to treat up to 11.5 L/day (∼46 gN/day) of synthetic urine. The system was operated stably for 108 days at current densities of 20, 50, and 100 A/m2. Compared to our previous prototype, this new cell design reduced the anode overpotential and ionic losses, while the use of an additional membrane reduced the ion transport losses. Overall, this reduced the required energy input from 56.3 kJ/gN (15.6 kW h/kgN) at 50 A/m2 (prototype) to 23.4 kJ/gN (6.5 kW h/kgN) at 100 A/m2 (this work). At 100 A/m2, an average recovery of 58% and a TAN (total ammonianitrogen) removal rate of 598 gN/(m2 day) were obtained across the CEM. The TAN recovery was limited by TAN transport from the feed to concentrate compartment.
The recovery of energy
and nutrients is gaining an increasing interest
from the scientific community. This interest is fueled by an increasing
world population, which demands higher energy and resource efficiencies
for a sustainable future. Interesting and yet often unexploited sources
for both energy and nutrients (i.e., P and N) are wastewater and urine.
Urine has the advantage that it can be collected without dilution,
and thus, these nutrients are present in high concentrations.[1,2] In the past decade, the treatment of urine in bioelectrochemical
systems (BESs) and electrochemical systems (ESs) has seen a rise in
attention, due to the possibility to recover ammonia at the cost of
only little energy input or even with simultaneous production of energy.[3−6]In both BESs and ESs, electric current derived from the electrode
reactions can be used to recover total ammonianitrogen (TAN, i.e.,
ammonium and ammonia) from wastewater by driving it through a cation
exchange membrane (CEM) toward the cathode.[7−9] In BESs, this
electrical current is produced from the organic matter in wastewater
by microorganisms that inhabit the anode surface,[7] while in an ES externally added electric energy is used
to drive electrolysis of water.[8] TAN can
be recovered from the cathode using an NH3 stripping process,[8] a hydrophobic gas-permeable membrane,[10,11] or crystallization.[12]Recently,
we managed to lower the required energy input for TAN
recovery in ESs through recycling of the produced hydrogen gas (H2) from the cathode to the anode.[13] Limited additional energy input is required in such a system, since
the product of the cathodic reduction (H2) is used in the
anodic oxidation. In practice, some energy input is needed because
of the internal resistance of these systems caused by ion transport
through ion-selective membranes, electrolyte resistance, and the overpotentials
of the electrochemical reaction.[14−16] Compared to the oxidation
of water, the oxidation of H2 has an additional advantage
since this reaction requires a much lower anode potential and overpotential
to occur.[17] Therefore, the risk of chloride
oxidation to chlorine gas (>1.1 V versus Ag/AgCl) and the formation
of adsorbable organic halides (AOX) is minimized.[18]Until now, the practical energy input for TAN recovery
using a
hydrogen gas recycling electrochemical system (HRES) was as low as
26.1 kJ/gN (7.3 kW h/kgN) recovered at a current
density of 20 A/m2.[13] This is
already significantly lower compared to the combined 51 kJ/gN required to produce pure and concentrated ammonia from N2 with the Haber–Bosch process (37 kJ/gN natural
gas) and to remove ammonia from wastewater streams by nitrification/denitrification
(14 kJ/gN electricity).[19] At
higher current density of 50 A/m2, however, the required
input increased to around 56.3 kJ/gN (15.6 kW h/kgN).[13]In addition to reducing
the energy demand, an increase of treatment
capacity is required to make this technology practically applicable.
Therefore, in this study we improved the cell configuration for recovery
of TAN from synthetic urine, reducing the internal resistance of the
system. At the same time, the size (surface area) of the electrodes
was increased 4-fold, from 0.01 m2 (0.1 m × 0.1 m)
to 0.04 m2 (0.2 m × 0.2 m) to increase the treatment
capacity. The new cell configuration was envisioned to recover 46
gN/day at a current density of 100 A/m2, which
corresponds to the daily collected volume of urine from about 10 persons.[20]Overall, we successfully optimized and
operated an up-scaled electrochemical
cell for the TAN recovery from synthetic urine. We show a stable performance
over 108 days and a maximum TAN recovery efficiency of 74%. These
improvements bring energy-efficient ammonium recovery closer to practice.
Experimental Section
Setup
The optimized
hydrogen gas recycling electrochemical
system (HRES) consisted of four compartments (Figure ). Compared to the previous cell configuration,
an additional compartment was introduced to concentrate the ammonia.
This concentrate compartment was placed between the feed compartment
and the cathode compartment. The main advantage of this additional
compartment is that hydrogen gas is not produced in the same compartment
from which the ammonia is recovered. Therefore, the ammonia and hydrogen
are not mixed which is advantageous for both the recycling of pure
hydrogen to the anode and the recovery of pure ammonia in the sulfuric
acid solution. Table summarizes the modification to the configuration of our up-scaled
HRES compared to our prototype HRES.
Figure 1
Scheme of the up-scaled electrochemical system for TAN recovery.
H2 produced at the cathode is transported to the anode,
using N2 as carrier gas, where it is oxidized. From left
to right the anode, feed, concentrate, and cathode compartments are
shown. On the far right, the TMCS module is shown which employs a
gas-permeable hydrophobic membrane for ammonia extraction. The produced
protons in the oxidation reaction move through a CEM to the feed compartment.
The electric current produced is used to transport ammonium (NH4+) and other cations from the feed to the concentrate
compartment. Finally, the cathodically generated hydrogen gas (H2) is fed to the anode, and hydroxide ions (OH–) move from the cathode to the concentrate compartment. The liquid
from the concentrate compartment is continuously circulated over the
TMCS module, where the ammonia is extracted into a sulfuric acid solution
producing a concentrated ammonium sulfate solution.
Table 1
Modification
of the Optimized and
Up-Scaled HRES and Its Operation Compared to the Prototype HRES[13]
unit
prototype HRES[13]
optimized and up-scaled HRES (this study)
electrode/IEM surface area
m2
0.01
0.04
no. and types of IEM used
1 MEA, 1 CEM
1 MEA, 1 CEM, 1 AEM
applied current densities
A/m2
10,
20, and 50
20, 50, and 100
TAN recovery from
cathode compartment
concentrate compartment
TAN loading
gN/d
1.2, 2.3, and 5.8
9.2, 23, and 46
load ratio (LN)
1.3
1.3
Scheme of the up-scaled electrochemical system for TAN recovery.
H2 produced at the cathode is transported to the anode,
using N2 as carrier gas, where it is oxidized. From left
to right the anode, feed, concentrate, and cathode compartments are
shown. On the far right, the TMCS module is shown which employs a
gas-permeable hydrophobic membrane for ammonia extraction. The produced
protons in the oxidation reaction move through a CEM to the feed compartment.
The electric current produced is used to transport ammonium (NH4+) and other cations from the feed to the concentrate
compartment. Finally, the cathodically generated hydrogen gas (H2) is fed to the anode, and hydroxide ions (OH–) move from the cathode to the concentrate compartment. The liquid
from the concentrate compartment is continuously circulated over the
TMCS module, where the ammonia is extracted into a sulfuric acid solution
producing a concentrated ammonium sulfate solution.Figure shows a
schematic overview of the HRES. From left to right the compartments
were as follows: (i) anode, (ii) feed, (iii) concentrate, and (iv)
cathode. The hydrogen gas produced at the cathode was recycled to
the anode compartment where it was oxidized at a gas diffusion electrode.The anode compartment was separated from the feed compartment by
a (Nafion-based) membrane electrode assembly (MEA), with the electrode
facing the anode compartment. The feed compartment, containing the
synthetic urine, was separated from the concentrate compartment by
another CEM (CMH-PP Ralex, MEGA a. s., Stráž pod Ralskem,
Czech Republic). The TAN, extracted from the feed compartment, is
transported through this CEM to the neighboring concentrate compartment
which is separated from the cathode compartment by an anion exchange
membrane (AEM) (AMH-PP Ralex, MEGA a. s.). TAN was recovered from
the concentrate compartment using a gas-permeable hydrophobic membrane
module (TMCS, transmembrane chemisorption) as previously described
by Kuntke et al. (2016).[21]The anode
MEA was a 24 cm × 24 cm Nafion N117 CEM coated with
a 20 cm × 20 cm platinum Vulcan (carbon) catalyst (0.5 mg Pt/cm2) and an integrated gas diffusion layer (GDL) purchased from
FuelCellsETC. The gas diffusion electrode (GDE, catalyst + GDL) side
of the MEA was facing the anode compartment, while the side without
catalyst and GDL was facing the feed compartment.The dimensions
of the anode and cathode compartment were 20 cm
× 20 cm × 0.2 cm. Inside the anode compartment, four Pt-coated
titanium mesh electrodes (9.8 cm × 9.8 cm × 0.2 cm, 5 mg
Pt/cm2, Magneto Special Anodes BV) acted as current collectors.
Inside the cathode compartment, four Pt-coated titanium mesh electrodes
(9.8 cm × 9.8 cm × 0.2 cm, 5 mg Pt/cm2 Magneto
Special Anodes BV) were used as the cathode. The dimensions of the
feed and concentrate compartment were 20 cm × 20 cm × 0.05
cm. Inside the feed, concentrate, and cathode compartments, spacers
(SEFAR FLUORTEX, 20 cm × 20 cm × 0.05 cm, 47% open area)
were employed to separate the membranes. The housing for both the
anode and cathode compartment was made from PMMA (poly methyl methacrylate)
with a flow field of 20 cm × 20 cm × 0.2 cm and integrated
influent and effluent channels for the four compartments. Custom-made
2 mm thick silicone rubber gaskets were used to seal off the compartments.
All ion exchange membranes and electrodes had a projected surface
area of 400 cm2.The produced hydrogen gas was purged
from the cathode compartment
to the anode with nitrogen gas (15 mL/min). This carrier gas was enriched
with approximately 10% of extra H2 from a custom-made electrolyzer
(operated at constant current and 10 mM H2SO4 as electrolyte) which was injected into the anode compartment in
close vicinity to the MEA.The TMCS modules were made in-house
from a custom-made polypropylene
(PP) housing and commercially available membranes (1.5 m, 0.2 μm
pore size, V8/2 Type TP, MICRODYN-NADIR GmbH, Wiesbaden, Germany).
Operational Conditions and Electrolyte Composition
The anode
compartment contained a gas diffusion electrode and therefore
did not contain any liquid. The feed compartment (0.83 L) was fed
with synthetic wastewater which consisted of 4.45 g/L NaCl, 1.85 g/L
KCl, 1.04 g/L K2SO4, and 13.7 g/L (NH4)2CO3. This synthetic urine was used to mimic
the pretreated urine (used for MEC operation) as described by Zamora
et al., 2017.[22] The system was always operated
at a load ratio of approximately 1.3 meaning that the TAN load in
the influent was always 23% lower than the maximum amount that could
theoretically be removed by the applied current.[23]Here, i is the current density
(A/m2), Cfeed,TAN is the molar
concentration of TAN in the feed inflow (mol/L), Qfeed the feed inflow rate (mL/min), F is the Faraday constant (96 485 C/mol), and Am the surface area of the cation exchange membrane (m2).The influent into the feed compartment was fed with
a rate of 1.6, 4.0, or 8.0 mL/min to maintain a load ratio of 1.3
at the chosen current densities of 20, 50, and 100 A/m2, respectively.The catholyte (1 L) consisted of a 0.1 M NaOH
(pH ∼ 12.8)
solution at the start of an experiment. The composition changed during
the experiment because of ion transport to and from this compartment.[16,24] The concentrate compartment was filled with feed solution at the
start of the experiment.The acid solution used to absorb the
ammonia from the concentrate
solution was a 1 M H2SO4. All liquids in the
compartments were recycled at a rate of 30 mL/min. Ag/AgCl reference
electrodes (3 M KCl/saturated AgCl, +0.205 V versus NHE, QM711X, QiS-Prosence
BV, Oosterhout, The Netherlands) were placed in the feed, concentrate,
and catholyte compartments to measure anode (MEA) potential, cathode
potential, and membrane potentials. The pH values [Orbisint CPS11D
sensors connected to a Liquiline CM444 transmitter (Endress+Hauser
BV, Naarden, The Netherlands)] of the feed, concentrate, and catholyte
were continuously measured. The applied current was controlled by
a power supply (ES 030-5, Delta Elektronika BV, Zierikzee, The Netherlands).
A Memograph M RSG40 data logger (Endress+Hauser BV) was used to record
pH, temperature, current density, cell voltage, anode potential, and
cathode potential.
Chemical Analysis
Samples were taken
daily on weekdays
to determine cations, anions, and conductivity. Conductivity was measured
using pH/mV conductivity meter (Seven Excellence S470, Mettler Toledo,
Tiel, The Netherlands). Cations (Na+, K+, NH4+) and anions (SO42–, Cl–, NO3–, NO2–) in the feed, concentrate, and catholyte
were analyzed with a Metrohm Compact IC Flex 930 instrument with a
cation column (Metrosep C 4-150/4.0) and a Metrohm Compact IC 761
instrument with an anion column (Metrosep A Supp 5-150/4.0), each
equipped with a conductivity detector (Metrohm Nederland BV, Schiedam,
The Netherlands). Ammonium-nitrogen in the acid was determined using
a cuvette test kit (LCK303; HACH NEDERLAND, Tiel, The Netherlands).
Calculations
The calculations are based on earlier
work[13] and explained in detail in the Supporting Information (equations S1–S14).
Results and Discussion
The Removal Rate of TAN Increases at Higher
Current Densities,
While the Recovery Efficiency Decreases
In this Article,
we show an optimized and up-scaled electrochemical cell for TAN recovery
from synthetic urine. Since the up-scaled HRES had a 4-times-larger
CEM surface area than our previous system, we investigated the dependence
of TAN recovery on the TMCS membrane surface area. Figure A shows the TAN recovery with
1, 2, and 3 TMCS modules connected in series in the recirculation
loop of the concentrate compartment at an applied current density
of 20 A/m2. Every TMCS module had a membrane surface area
of 0.04 m2 giving a total membrane surface area of 0.12
m2 when three modules were used. The average TAN recovery
was 74 ± 2%, and no significant difference was found during operation
with 1, 2, or 3 modules.
Figure 2
Box-and-whisker diagram (with outlier indicated
as single points)
of TAN recovery evaluated at 20 A/m2 with 1, 2, and 3 TMCS
modules (A) and TAN recovery evaluated at applied current densities
of 20, 50, and 100 A/m2 (B). Increasing the surface area
of the gas-permeable hydrophobic membrane (e.g., number of TMCS modules)
did not affect TAN recovery. However, increasing the applied current
density while maintaining a load ratio of 1.3 resulted in a decreasing
TAN recovery.
Box-and-whisker diagram (with outlier indicated
as single points)
of TAN recovery evaluated at 20 A/m2 with 1, 2, and 3 TMCS
modules (A) and TAN recovery evaluated at applied current densities
of 20, 50, and 100 A/m2 (B). Increasing the surface area
of the gas-permeable hydrophobic membrane (e.g., number of TMCS modules)
did not affect TAN recovery. However, increasing the applied current
density while maintaining a load ratio of 1.3 resulted in a decreasing
TAN recovery.Afterward, the TAN recovery
was evaluated at current densities
of 50 and 100 A/m2 (Figure b). The TAN recovery decreased from 74 ± 2% at
20 A/m2 to 63 ± 2% at 50 A/m2. The addition
of a fourth TMCS module, however, did not increase the TAN recovery
indicating that the extraction of TAN from the concentrate compartment
was not limiting. At a current density of 100 A/m2, a TAN
recovery of 58 ± 2% was found.TAN recovery is a function
of the TAN transport over the CEM from
the feed solution into the concentrate solution and TAN transport
over the TMCS membrane from the concentrate solution to the acid solution.[23] On first sight, the TAN transport rate did not
increase linearly with the increase of current density. At a current
density of 20 A/m2 the TAN transport rate over the CEM
was 141 ± 8 gN/(m2 day); at 50 A/m2, 311 ± 9 gN/(m2 day); and at 100
A/m2, 598 ± 24 gN/(m2 day).
As the transport of TAN from the concentrate solution through the
TMCS module was not limiting the overall recovery, the TAN transport
from the feed solution into the concentrate solution through the CEM
must have been limiting the TAN recovery. For quantification of this
transport through the CEM between feed and concentrate compartment,
the contribution of each cation species to the total charge transport
was calculated (Figure ). The results confirm that the contribution of TAN to the total
charge transport through the CEM decreases with increasing current
density, and the relative contribution of other cations increases.
Figure 3
Ion transport
numbers across the CEM separating feed from concentrate
compartment at the applied current densities of 20, 50, and 100 A/m2. Ammonium is the main ion transported from feed to concentrate
compartment through the CEM. At a current density of 20 A/m2 a transport number of 0.56 was determined; at 50 A/m2, 0.50; and at 100 A/m2, 0.48.
Ion transport
numbers across the CEM separating feed from concentrate
compartment at the applied current densities of 20, 50, and 100 A/m2. Ammonium is the main ion transported from feed to concentrate
compartment through the CEM. At a current density of 20 A/m2 a transport number of 0.56 was determined; at 50 A/m2, 0.50; and at 100 A/m2, 0.48.This was also confirmed by the continuous increase of the
conductivity
in both the cathode and concentrate compartment, indicating that cations
other than ammonium and protons were transported. At an applied current
density of 20 A/m2, the conductivity measured in the concentrate
compartment increase by 1.2 mS/(cm day); at 50 A/m2, 2.9
mS/(cm day); and at 100 A/m2, 2.3 mS/(cm day). If all the
ion transport was through proton-carrying species (ammonium and protons),
the conductivity would remain stable since ammonia is continuously
extracted from the concentrate solution in the TMCS module, and protons
would react with hydroxide ions to form water. Furthermore, an increase
in water level in the concentrate compartment was observed. This water
transport from the feed to the concentrate compartment can be explained
by electro-osmosis, which has been reported and studied in similar
electrochemical systems (e.g., electrodialysis and electroconcentration).[25,26] The transport of ions other than proton-carrying species (ammonium
and protons) and the transport of water show that the system did not
reach steady state yet.The decrease in transport of ammonium
compared to other ions is
most likely due to limited mixing of the liquid in the feed recirculation,
where new influent was added to the system. Compared to the previous
used prototype HRES, the thickness of the feed compartment was reduced
from 12 to 0.5 mm in the redesign and up-scaled HRES. Although this
reduced the ionic resistance of this compartment, it also limited
the possibility to circulate the liquid at high rates over the compartments.
It is likely that TAN was depleted at the CEM surface area where the
ions are being removed, although sufficient TAN was found in the feed
compartment effluent (i.e., 50 A/m2, 1.61 gN/L; and 100 A/m2, 1.99 gN/L).
Overall Energy
Demand Improved Compared to the Prototype: Nonetheless,
Limitations Remain
Figure A shows the energy demand during operation of the up-scaled
system as a function of the applied current density. At a current
density of 100 A/m2 an energy demand of 23.4 ± 1.0
kJ/gN (6.5 ± 0.3 kW h/kgN) was determined,
which is considerably lower than the energy demand reported for our
prototype HRES. In those experiments, the energy demand for TAN recovery
at 10 A/m2 was 30.5 kJ/gN (8.5 kW h/kgN); at 20 A/m2, 26.1 kJ/gN (7.3 kW h/kgN); and at 50 A/m–2, 56.3 kJ/gN (15.6 kW h/kgN).[13]
Figure 4
Energy demand
for TAN removal (A) and potential losses (B) at the
applied current densities. The dashed lines in both parts show the
previous obtained minimum energy demand and potential loss at an applied
current density of 20 A/m2 using the smaller prototype
HRES.[13] These results indicate that the
optimized and up-scaled HRES consumes less energy even at a 5-times-higher
current density and with 4-times-larger electrode/membrane surface
area.
Energy demand
for TAN removal (A) and potential losses (B) at the
applied current densities. The dashed lines in both parts show the
previous obtained minimum energy demand and potential loss at an applied
current density of 20 A/m2 using the smaller prototype
HRES.[13] These results indicate that the
optimized and up-scaled HRES consumes less energy even at a 5-times-higher
current density and with 4-times-larger electrode/membrane surface
area.The 10% of additional H2 supplied to the system accounted
for approximately 13–15% of the energy demand of the system.The overall energy demand for TAN recovery in a (bio)electrochemical
system is determined by three main factors: cell voltage, applied
current density, and the TAN transport rate. Upon comparison of the
new system to the prototype HRES at their respective highest applied
current densities, the cell voltage was lowered from 4.5 V (prototype)
at an applied current density of 50 A/m2 to 1.4 V at an
even higher current density of 100 A/m2.[13] This cell voltage is affected by different losses (i.e.,
anode/cathode overpotential, transport losses, ionic losses, and equilibrium
losses) inside the system. Table shows the average anode and cathode potential, the
conductivities, and pH values measured in the different compartments
to calculate the losses within the system.
Table 2
Average
Anode Potential, Cathode Potential,
pH, and Conductivities Measured at the Applied Current Densities of
20, 50, and 100 A/m2
20 A/m2
50 A/m2
100 A/m2
Ecell
V
1.19 ± 0.10
1.23 ± 0.16
1.40 ± 0.01
Eanode
V (vs Ag/AgCl)
–0.02 ± 0.03
0.03 ± 0.16
0.13 ± 0.01
Ecathode
V (vs Ag/AgCl)
–1.10 ± 0.12
–1.13 ± 0.01
–1.18 ± 0.001
pH influent
9.3
9.3
9.3
pH feed effluent
6.4 ± 0.9
6.8 ± 0.3
7.3 ± 0.1
pH concentrate
12.6 ± 0.8
12.8 ± 0.3
12.5 ± 0.1
pH cathode
13.3 ± 0.1
13.7 ± 0.1
13.9 ± 0.1
conductivity influent
mS/cm
29.7
29.7
29.7
conductivity feed effluent
mS/cm
15.3 ± 1.2
16.3 ± 0.7
17.7 ± 0.4
conductivity concentrate
mS/cm
55.7 ± 18.3
220 ± 32
301 ± 16
conductivity cathode
mS/cm
46.5 ± 15.8
236 ± 46
351 ± 20
A more detailed analysis of the energetic
losses was made to identify
the main losses contributing to the cell voltage. Figure B shows the losses during the
operation of the up-scaled system as a function of the applied current
density. Overall, the equilibrium losses, anode overpotential, and
cathode overpotential are the main contributors to this energy demand,
while the ionic and transport losses are marginal. The equilibrium
potential is the main contribution to the energy input of the up-scaled
HRES. This equilibrium potential is determined by the pH difference
that exists between the anode and cathode compartment. Although this
pH difference leads to the main energetic input of the system, it
is essential to enable the selective removal and recovery of TAN via
the membranes employed in the system.When examining the cell
voltage in more detail, the main reasons
for the lower cell voltage in these experiments compared to the prototype
HRES are the reduced anode overpotential, ionic losses, and transport
losses across the IEMs. The anode overpotential in the prototype HRES
was 0.93 V at a current density of 50 A/m2, while in the
up-scaled system it is reduced to 0.35 V at a current density of 100
A/m2. This improvement is probably a result of the optimized
contact between the H2 gas and the GDE, due to the better
compression of the GDE. Additionally, adding the concentrate compartment
between the feed and cathode compartment allowed for pure hydrogen
gas production in the cathode compartment while in the previous design
some of the hydrogen was lost across the TMCS module, while also some
ammonia was present in the hydrogen gas stream.The ionic loss
in the prototype HRES was 0.4 V at a current density
of 50 A/m2, while in the up-scaled system it is reduced
to 0.09 V at a current density of 100 A/m2. The main reason
was the tighter packing of the electrochemical system resulting in
a smaller compartment thickness (1.2 versus 0.05 cm).The transport
loss across the IEMs in the prototype HRES was 2.2
V at a current density of 50 A/m2, while in the up-scaled
system it is reduced to 10 mV at a current density of 100 A/m2. This reduction in transport loss, although counterintuitive,
was caused by the introduction of the additional concentrate compartment.
The dominant ion transports through the system are as follows: (i)
proton transport through the CEM (MEA) between the anode and feed
compartment, wherein the protons are transported from a high concentration
(0.54 M)[27] to a low concentration (4.7
× 10–8 M); (ii) ammonium and proton transport
through the CEM from the feed to concentrate compartment, from a high
concentration in the feed to a lower concentration in the concentrate
compartment, wherein the concentration of ammonium in the concentrate
compartment is low since it is continuously removed through the TMCS
module and because the high pH deprotonation of ammonium to ammonia
occurs; and (iii) hydroxide transport from the cathode compartment
(0.7 M at 100 A/m2) to the concentrate compartment (0.03
M at 100 A/m2). Overall, the crucial difference between
the optimized HRES and prototype was the introduction of the AEM between
cathode and concentrate compartment. As a consequence of this modification,
the voltage loss caused by cations transported over CEM with a negative
membrane potential (separating feed from concentrate compartment)
was partially compensated by the voltage gain of anions (hydroxide
ions) transported over the AEM with a negative membrane potential
(separating cathode from concentrate compartment).[16]
Hydrogen Gas Recycling Allows Electrochemical
Systems To Compete
with Bioelectrochemical Systems for Energy-Efficient TAN Recovery
A meaningful comparison of TAN removal/recovery reported for (bio)electrochemical
system is challenging, since these reactors are not always operated
under identical conditions (i.e., current density, TAN loading rate,
reactor size, etc.). While the applied current density influences
the TAN transport rate, high TAN recovery/removal efficiencies are
only achieved when the applied current density is matched with the
TAN loading.[8] The load ratio, which relates
the applied current density to the TAN loading, can be used to compare
different systems. In practice, a load ratio higher than 1 is required
to remove/recover all TAN from the feed stream. However, increasing
the load ratio to increase the removal/recovery also results in higher
energy demand, since the TAN transport number over the CEM decrease
with an increasing load ratio. A load ratio below 1 results in relatively
high TAN transport rates, while it limits the overall TAN removal/recovery
from the feed stream.[23] Therefore, we compared
our HRES to other current-driven TAN recovery technologies on the
basis of their performance at load ratio operated between 0.7 and
1.3.Our up-scaled HRES performs better than other ESs for TAN
recovery; at a load ratio of 1.3, an energy demand as low as 4.2 kW
h/kgN (15.1 kJ/gN) was determined for a TAN
recovery of 75% at a current density 20 A/m2. Other ESs
reported in the literature used even more energy (Table ); Desloover et al., 2012, reported
16.8 ± 1.4 kW h/kgN (60.5 ± 5.1 kJ/gN) for a TAN removal/recovery of 41% at 30 A/m2 (estimated
load ratio of 0.96),[8] and Luther et al.,
2015, reported 9.5 kW h/kgN (34.2 kJ/gN) for
a TAN removal of 53% at 30 A/m2 (estimated load ratio of
0.7).[28] Rodriguez-Arredondo et al., 2017,
reported 21.5 kJ/gN (about 6 kW h/kgN) for a
TAN removal of 83% at 10 A/m2 and a load ratio of 1.3.[23]
Table 3
Performance of ESs
and a BES Reported
in the Literature
load ratio
current density
energy
input
recovery
ref
(A/m2)
(kW h/kgN)
(kJ/gN)
(%)
ES
1.3
20
4.2
15.1
75
this study
1.3
50
5.5
19.8
63
this study
1.3
100
6.5
23.4
58
this study
0.96
30
16.8
60.5
41
Desloover et al. 2012[8]
0.7
30
9.5
34.2
53
Luther et al. 2015[28]
1.3
10
6
21.5
83
Rodriguez-Arredondo et al. 2017[23]
BES
0.44
29
2.4
8.6
50
Ledezma
et al. 2017[12]
BESs for TAN recovery, such as microbial electrolysis
cells (MECs),
can be more energy-efficient than ESs, as they recover energy stored
in organic substrate to lower the energy demand for water splitting.[9] Ledezma et al., 2017, reported an energy demand
of 2.4 kW h/kgN (8.6 kJ/gN) for a TAN recovery
of 49.5 ± 1.8% at a current density of 29.3 A/m2 (estimated
load ratio of 0.44).[12] These results were
obtained in a relatively small MEC (0.01 m2 of CEM), while
up-scaling and maintaining high current densities of MECs for TAN
recovery is challenging.[22] Reaching a higher
TAN recovery requires operation at a higher load ratio, which at the
same time increases the energy demand.[23]Similar to other nonbiological electrochemical systems for
TAN
recovery, our up-scaled HRES does not remove organic matter contained
in the wastewater.[29] Therefore, the effluent
requires further treatment, which can be done in a BES (i.e., electricity
or H2) or in an anaerobic digester (methane production).
Implication
These results show that we successfully
scaled up the hydrogen gas recycling electrochemical system for ammonia
recovery. At an applied current density of 20 A/m2, the
modification to the system reduced the electrical energy demand of
the HRES by 33% compared to our prototype. Furthermore, TAN recoveries
up to 100 A/m2 were more energy-efficient compared to previous
results. Additional optimization of the technology will focus on improving
the current efficiency, reducing equilibrium losses, and anode and
cathode electrode overpotential. Nevertheless, the technology as developed
at our laboratory is deemed for further up-scaling, testing with different
wastewater, and piloting.
Authors: P Kuntke; K M Smiech; H Bruning; G Zeeman; M Saakes; T H J A Sleutels; H V M Hamelers; C J N Buisman Journal: Water Res Date: 2012-02-21 Impact factor: 11.236
Authors: Mariana Rodríguez Arredondo; Philipp Kuntke; Annemiek Ter Heijne; Hubertus V M Hamelers; Cees J N Buisman Journal: Water Res Date: 2016-12-31 Impact factor: 11.236
Authors: Mariana Rodrigues; Thiago T de Mattos; Tom Sleutels; Annemiek Ter Heijne; Hubertus V M Hamelers; Cees J N Buisman; Philipp Kuntke Journal: ACS Sustain Chem Eng Date: 2020-11-18 Impact factor: 8.198
Authors: Mariana Rodrigues; Tom Sleutels; Philipp Kuntke; Cees J N Buisman; Hubertus V M Hamelers Journal: ACS Sustain Chem Eng Date: 2022-07-15 Impact factor: 9.224