Subscriber access provided by UNIV OF CALIFORNIA SAN DIEGO LIBRARIES
Article
Regenerable Polyelectrolyte Membrane for Ultimate Fouling Control in Forward Osmosis Yan Kang, Sunxiang Zheng, Casey Finnerty, Michael J. Lee, and Baoxia Mi Environ. Sci. Technol., Just Accepted Manuscript • DOI: 10.1021/acs.est.6b05665 • Publication Date (Web): 16 Feb 2017 Downloaded from http://pubs.acs.org on February 24, 2017
Just Accepted “Just Accepted” manuscripts have been peer-reviewed and accepted for publication. They are posted online prior to technical editing, formatting for publication and author proofing. The American Chemical Society provides “Just Accepted” as a free service to the research community to expedite the dissemination of scientific material as soon as possible after acceptance. “Just Accepted” manuscripts appear in full in PDF format accompanied by an HTML abstract. “Just Accepted” manuscripts have been fully peer reviewed, but should not be considered the official version of record. They are accessible to all readers and citable by the Digital Object Identifier (DOI®). “Just Accepted” is an optional service offered to authors. Therefore, the “Just Accepted” Web site may not include all articles that will be published in the journal. After a manuscript is technically edited and formatted, it will be removed from the “Just Accepted” Web site and published as an ASAP article. Note that technical editing may introduce minor changes to the manuscript text and/or graphics which could affect content, and all legal disclaimers and ethical guidelines that apply to the journal pertain. ACS cannot be held responsible for errors or consequences arising from the use of information contained in these “Just Accepted” manuscripts.
Environmental Science & Technology is published by the American Chemical Society. 1155 Sixteenth Street N.W., Washington, DC 20036 Published by American Chemical Society. Copyright © American Chemical Society. However, no copyright claim is made to original U.S. Government works, or works produced by employees of any Commonwealth realm Crown government in the course of their duties.
Page 1 of 27
Environmental Science & Technology
1 2
Regenerable Polyelectrolyte Membrane for Ultimate Fouling
3
Control in Forward Osmosis
4
Second revision submitted to
5 6
Environmental Science & Technology
7 8
February 14, 2017
9 10
Yan Kanga, Sunxiang Zhengb, Casey Finnertyb, Michael J. Leea, Baoxia Mib*
11 12
a
13
Department of Civil and Environmental Engineering
University of Maryland, College Park, Maryland 20742, United States
14
b
15
Department of Civil and Environmental Engineering
University of California, Berkeley, California 94720, United States
16 17 18 19 *
The author to whom correspondence should be addressed. fax: +1-510-643-5264
e-mail:
[email protected]; tel.: +1-510-664-7446,
ACS Paragon Plus Environment
Environmental Science & Technology
Page 2 of 27
20
ABSTRACT
21
This study demonstrated the feasibility of using regenerable polyelectrolyte membranes to
22
ultimately control the irreversible membrane fouling in a forward osmosis (FO) process.
23
regenerable membrane was fabricated by assembling multiple polyethyleneimine (PEI) and
24
poly(acrylic acid) (PAA) bilayers on a polydopamine-functionalized polysulfone support.
25
resulting membrane exhibited higher water flux and lower solute flux in FO mode (with the
26
active layer facing feed solution) than in PRO mode (with the active layer facing draw solution)
27
using trisodium citrate as draw solution, most likely due to the unique swelling behavior of the
28
polyelectrolyte membrane.
29
existing PEI-PAA bilayers using strong acid and then reassembling fresh PEI-PAA bilayers on
30
the membrane support.
31
PEI layer and some realigned PAA remained on the membrane support, acting as a beneficial
32
barrier that prevented the acid-foulant mixture from penetrating into the porous support during
33
acid treatment.
34
the original membrane regardless of alginate fouling, suggesting an ultimate solution to
35
eliminating the irreversible membrane fouling in an FO process.
36
the typical membrane cleaning protocol, in-situ membrane regeneration is not expected to
37
noticeably increase the membrane operational burden but can satisfactorily avoid the expensive
38
replacement of the entire membrane module after irreversible fouling, thereby hopefully
39
reducing the overall cost of the membrane-based water treatment system.
The
The
Membrane regeneration was conducted by first dissembling the
It was found that, after the acid treatment, the first covalently bonded
Water and solute flux of the regenerated membrane was very similar to that of
40
1
ACS Paragon Plus Environment
With a procedure similar to
Page 3 of 27
41
Environmental Science & Technology
Table of Contents (TOC) and Abstract Art
42
43
2
ACS Paragon Plus Environment
Environmental Science & Technology
Page 4 of 27
44
INTRODUCTION
45
Membrane processes, including the traditional nanofiltration (NF) and reverse osmosis (RO) as
46
well as the emerging forward osmosis (FO), are among the most effective approaches to treating
47
water, especially that from non-traditional sources.1, 2 The semipermeable membranes commonly
48
used in these processes are mostly of thin-film composite polyamide and cellulose triacetate
49
types due to their good separation capability and reasonable chemical resistance.3-5
50
membrane fouling aggravates the long-term membrane separation efficiency
51
significantly increases the capital costs associated with fouling-preventive pretreatment as well
52
as membrane cleaning and replacement.
53
FO membrane alleviates its fouling problem to some extent,10-13 irreversible fouling (i.e.,
54
accumulation of foulants that cannot be removed from the active layer by physical cleaning) still
55
poses a major obstacle to the sustainable application of FO technology.
56
6-9
However,
and as a result
Although the lack of fouling layer compaction for an
Membrane surface characteristics (e.g., hydrophilicity, charge, and chemistry) play a key
57
role in the foulant deposition and fouling layer formation.
58
characteristics via appropriate surface modification provides an effective route to improving the
59
membrane resistance to various types of fouling.14, 15 Typical surface modification strategies
60
include decreasing membrane surface roughness, increasing membrane surface hydrophilicity,
61
and introducing anti-adhesive monomers, polymers, or particles onto membrane surface.14-19
62
Recent advances in nanotechnology, polymer science, and biomimetic surface engineering have
63
greatly accelerated the development of antifouling strategies for membrane surface modification,
64
covering the following emerging areas: (1) bio-inspired engineered topography, where various
65
biomimetic surface patterns are designed to deter fouling;20 (2) nano-structured amphiphilic
3
ACS Paragon Plus Environment
Hence, optimizing these
Page 5 of 27
Environmental Science & Technology
66
coating, where hydrophobic and hydrophilic segments are combined to create a nano-scaled,
67
chemically heterogeneous surface to repel foulants;21-23 (3) super-hydrophilic zwitterionic
68
polymerization, where an electrostatically induced strong zwitterionic hydration layer created by
69
zwitterions effectively repels the attachment of proteins and cells;
70
strategies leading to, for example, phase-segregating copolymers,26 super-hydrophobic surfaces,
71
27
24, 25
and (4) many other
and nanocomposite materials. 28-30
72
Although the above antifouling strategies have proven effective for controlling
73
individual types of membrane fouling, they usually become inadequate when various types of
74
foulants are present simultaneously and may even interact with one another to further complicate
75
the fouling problem.31 Moreover, after an extended period of operation, irreversible membrane
76
fouling may eventually occur but cannot be effectively mitigated using the membrane cleaning
77
protocols, causing the costly replacement of membrane modules.32 Therefore, an ultimate
78
approach to irreversible fouling control is to make a new type of antifouling membrane that
79
allows for the releasing of the severely fouled membrane active layer and regeneration of a fresh
80
one.
81
A promising candidate membrane material for such ultimate fouling control is the layer-
82
by-layer (LbL) assembled polyelectrolyte.
83
been developed by adjusting fabrication conditions, altering surface charge and functionality,
84
and/or selecting different polyelectrolyte species.33-37 These membranes showed satisfactory
85
separation
86
polyelectrolyte layer can be released under controlled conditions,41, 42 a unique property that
87
enables the possibility of (i) removing the polyelectrolyte active layer of the membrane as a
performance
Various polyelectrolyte membranes have recently
under diverse circumstances.36,
4
ACS Paragon Plus Environment
38-40
More important,
the
Environmental Science & Technology
Page 6 of 27
88
sacrificial layer along with the irreversible foulants and then (ii) assembling in-situ a new
89
polyelectrolyte layer to restore the membrane functionality.
90
polyelectrolytes were used in the synthesis of regenerable NF membranes, and strong acids or
91
bases were employed to detach the polyelectrolyte active layer from these membranes.43-45
In previous studies, weak
92
However, the fouling behavior of polyelectrolyte membranes or their regenerability for
93
fouling control in an osmotically driven FO process, for which the fouling behavior and
94
mechanisms can be considerably different from those for a pressure-driven NF process,46 has not
95
been investigated.
96
nor the fouling layer formed on top would experience hydraulic pressure-induced compression in
97
an FO process,11 thus potentially resulting in different separation behavior and regeneration
98
capability.
99
by electrostatic interaction, which could be significantly affected by the high ionic strength of the
For example, unlike in an NF/RO process, neither the polyelectrolyte layer
In addition, the structure and integrity of a polyelectrolyte membrane are maintained
100
draw solution used in an FO process.
101
examine the feasibility of developing a regenerable polyelectrolyte membrane for FO
102
applications and in the meantime to fundamentally understand the corresponding mechanisms.
103
Therefore, research is definitely needed to thoroughly
This paper reports the regenerability of a polyelectrolyte membrane in the FO process,
104
without and with alginate fouling, respectively.
This membrane was fabricated by the LbL
105
assembly of a polyelectrolyte layer on top of a porous support.
106
polyelectrolyte membrane were measured in FO and pressure-retarded osmosis (PRO) modes,
107
respectively, and the effect of polyelectrolyte layer thickness on such performances was
108
examined.
109
and deposit a fresh one.
Water and solute fluxes of the
Membrane regeneration was carried out to release the existing polyelectrolyte layer The structure and properties of polyelectrolyte layers before, during,
5
ACS Paragon Plus Environment
Page 7 of 27
Environmental Science & Technology
110
and after membrane regeneration were characterized.
The effect of alginate fouling on
111
membrane regeneration was investigated.
112
MATERIALS AND METHODS
113
Membrane Synthesis.
114
purchased from Sigma-Aldrich (St. Louis, MO) and were used as received.
115
support was made of polysulfone (PSf, with a molecular weight Mw of 22,000) using a
116
conventional phase-inversion method with polyvinylpyrrolidone (PVP, Mw 55,000) as a pore-
117
forming agent.
118
PSf/PVP/NMP weight ratio of 16/4/80, and kept in vacuum for 48 h. Next, the solution was
119
cast on a glass plate to form a 125-µm-thick film using a stainless steel casting knife, and the
120
glass plate was immediately immersed into a water bath for 10 min.
121
support was then peeled off from the glass plate and transferred to another water bath, which was
122
refreshed several times to rinse out any residual solvent.
123
a refrigerator and ready for use.
Unless specified otherwise, all materials and chemicals were The membrane
PSf and PVP were fully dissolved in N-Methyl-2-pyrrolidone (NMP), with a
The thus formed PSf
Finally, the PSf support was stored in
124
To synthesize the polyelectrolyte membrane, the PSf support was first soaked in a
125
freshly prepared dopamine solution (2 mg/mL dopamine in 10mM Tris-HCl, pH 8.5) for 5 h.
126
Then, the polydopamine-coated PSf was alternately immersed in 1 g/L polyethyleneimine (PEI,
127
Mw 750,000) and 1 g/L poly(acrylic acid) (PAA, Mw 450,000) solutions for a specified number of
128
cycles.
129
Deionized (DI) water was used to rinse the membrane between any two dipping steps.
130
LbL assembly process created the polyelectrolyte membrane with a desired number of PEI-PAA
131
bilayers on the polydopamine-coated PSf support.
Each dipping step lasted 20 min except that the first PEI dipping step took 1 h.
6
ACS Paragon Plus Environment
This
Environmental Science & Technology
Page 8 of 27
132
Membrane Fouling, Regeneration, and Performance Tests. The membrane fouling
133
tests used a mixture of 200 mg/L alginate and feed solution that contained 50 mM NaCl and 0.5
134
mM CaCl2.7
135
sufficient deposition of foulants, followed by the disassembly of the fouled polyelectrolyte layer,
136
regeneration of a fresh polyelectrolyte layer, and evaluation of the membrane performance.
137
tests were repeated multiple times to ensure the reliability of data.
Each fouling test typically lasted 18 h with about 2 L of filtrate to allow for
The
138
To disassemble the polyelectrolyte layer, the membrane was immersed in HCl solution
139
(pH 1) for 30 min, rinsed with DI water for several times, and then stabilized in DI water for 1 h.
140
The effectiveness of disassembly by HCl solution at higher pH (2 to 3) was also evaluated.
141
Regeneration of the fresh polyelectrolyte layer followed a procedure similar to that for
142
membrane synthesis — the acid-treated membrane was alternately soaked in the PEI and PAA
143
solutions to deposit a desired number of new PEI-PAA bilayers.
144
Membrane performances before and after the regeneration of the fresh polyelectrolyte
145
layer were evaluated using a lab-scale FO system.47 The membrane was installed in a cross-flow
146
cell at a constant flow rate of 8.5 cm/s and then tested in FO mode (with the membrane top
147
surface facing feed solution) and PRO mode (with the membrane top surface facing draw
148
solution), respectively.
149
used as a draw solution.
150
reached a steady state (typically in 30 min) was monitored for 2 h using a conductivity meter
151
(Accumet Excel XL30, Thermo Scientific, Marietta, OH).
152
concentrations (1 to 100 mM) of TSC were first used to establish a standard curve, which was
153
then employed to convert the conductivity measurements to solute concentrations so that the
0.5 M trisodium citrate (TSC, Fisher Scientific, Pittsburgh, PA) was The change in the conductivity of feed solution after the water flux
7
ACS Paragon Plus Environment
Solutions with known
Page 9 of 27
Environmental Science & Technology
154
reverse solute flux could be calculated.
155
Membrane Characterization.
156
Fourier transform infrared (FTIR) spectroscopy (Nicolet 6700, Thermo Scientific, Marietta, OH),
157
scanning electron microscopy (SEM, SU-70, Hitachi High Technologies America, Gaithersburg,
158
MD), and quartz crystal microbalance with dissipation (QCM-D, Q-sense E4 system, Sweden).
159
For the FTIR and SEM analyses, the samples were dried overnight at room temperature and
160
placed in an oven at 60 °C for 30 min to remove moisture content before characterization.
161
SEM samples were sputtered with a thin (~2 nm) layer of gold nanoparticles on top to eliminate
162
the electron-charging effect.
163
procedure as that for membrane synthesis.
164
used to monitor the changes in vibration frequency and energy dissipation, which were modeled
165
using the Q-Tools software (Q-sense, Sweden) to calculate the amount of mass deposited on or
166
released from the sensor surface.
167
Lincoln, NE) was coupled with the QCM-D to measure the thickness of the polyelectrolyte
168
layers deposited on the QCM-D sensor.
169
JEM 2100, Peabody, MA) was also employed to examine the structural change in the
170
polyelectrolyte layer due to acid treatment.
171
PEI and PAA solutions following the steps for membrane synthesis excluding the step of
172
polydopamine functionalization.
173
RESULTS AND DISCUSSION
174
LbL Membrane Synthesis.
175
deposited on the PSf support, respectively.
The polyelectrolyte membrane was characterized by the
The
The QCM-D sensors were prepared using the same LbL assembly A flow chamber at a flow rate of 0.1 mL/min was
An ellipsometer (FS-1 Multi-wavelength, Film Sense,
The transmission electron microscopy (TEM, JEOL
A TEM copper grid was alternately dipped into the
Different numbers (2, 4, and 6) of PEI-PAA bilayers were The top surface (Figure 1(a)) of the PSf support,
8
ACS Paragon Plus Environment
Environmental Science & Technology
Page 10 of 27
176
facing the ambient water when formed during phase inversion synthesis, was denser (i.e., less
177
porous) than the bottom surface (Figure 1(b)), which was attached to the glass plate during the
178
support synthesis.
179
surface roughness of PSf (Figure 1(c)), the subsequent polyelectrolyte deposition, either with
180
only two PEI-PAA bilayers (Figure 1(d-e)) or more bilayers (Figure S1), created relatively
181
smooth and featureless surfaces .
182
Although the pretreatment by polydopamine significantly increased the top
The successful LbL deposition of PEI-PAA bilayers was also confirmed by FTIR spectra
183
(Figure 1(f)).
Compared with the control PSf support, the polyelectrolyte membranes showed a
184
small characteristic peak of carboxylates near 1700 cm-1.
185
increased, two new broad peaks were predominant at around 1550 cm-1 and 1410 cm-1,
186
representing the asymmetric carboxylate stretching due to PEI-PAA binding.48
187
the characteristic peaks of PSf in the range of 1250 cm-1 to 700 cm-1 became less intensive as the
188
number of PEI-PAA bilayers increased.
189
As the number of PEI-PAA bilayers
In the meantime,
FIGURE 1
190
Membrane Transport Behavior.
191
membrane using 0.5 M TSC as draw solution. The water flux and reverse solute flux were
192
measured in FO and PRO modes, respectively.
193
modes, as the number of PEI-PAA bilayers increased (i.e., the membrane active layer became
194
thicker), the membrane resistance to water permeation was enhanced and thus the water flux
195
decreased.
196
transport, the reverse solute flux may not necessarily decrease in inverse proportion to the active
197
layer thickness.
The polyelectrolyte membrane was tested as an FO
As shown in Figure 2(a), in both FO and PRO
In contrast, although a thicker membrane also generates a higher resistance to solute
As shown in Figure 2(b), although the thinnest 2-bilayer membrane had the
9
ACS Paragon Plus Environment
Page 11 of 27
Environmental Science & Technology
198
highest reverse solute flux, the 6-bilayer membrane turned out to have a slightly higher solute
199
flux than the 4-bilayer membrane.
200
membrane helps reduce the resistance to solute transport, thereby counteracting with the original
201
resistance increase for the thicker membrane.
202
was compared in Fig. 2 (a-b) with that of a citrate triacetate (CTA) FO membrane commercially
203
available from Hydration Technology Innovations (Albany, OR).
204
bilayer membrane exhibited high water flux of ~22 L/m2/h (more than three times that of the
205
CTA membrane) and reasonable reverse solute flux of ~0.06 mole/m2/h (about twice that of the
206
CTA membrane), while both 4 and 6-bilayer membranes demonstrated moderately higher water
207
flux but slower solute flux than the CTA membrane. Therefore, the 2-bilayer membrane was
208
selected as a representative polyelectrolyte membrane for the subsequent regeneration tests.
209
This is because the lowered water flux of a thicker
The performance of PEI-PAA bilayer membranes
Tested in FO mode, the 2-
It is interesting to observe in Figure 2(a) that the water flux of a polyelectrolyte
210
membrane in PRO mode was significantly lower than that in FO mode.
211
dramatically differs from the behavior of a traditional FO membrane, which typically has a lower
212
water flux in FO mode than in PRO mode due to the membrane’s asymmetric structure that leads
213
to a lesser degree of internal concentration polarization in PRO mode.49, 50 Such a unique flux
214
behavior of the polyelectrolyte membrane was most likely attributed to the swelling of the
215
polyelectrolyte layer in a high ionic strength solution (0.5 M TSC), and this active layer could be
216
further loosened under the impact of water flow.
217
has a dense active layer on top of its support only, both top and bottom surfaces of the
218
asymmetric PSf support in this study were coated with polyelectrolyte layers, with the top layer
219
being denser and thicker than the bottom one.
220
contributed to solute rejection because relatively large pores (> 400 nm) of the PSf support were
10
This observation
In contrast to a traditional FO membrane that
The bottom polyelectrolyte layer unlikely
ACS Paragon Plus Environment
Environmental Science & Technology
Page 12 of 27
221
not fully covered by the polyelectrolyte layer (Figure 1(e)).
222
illustrated in Figure 2(c), when the polyelectrolyte membrane was operated in FO mode, its top
223
surface facing the feed solution (with low ionic strength) was relatively dense and acted as an
224
effective osmotic barrier to generate high water flux and low reverse solute flux.
225
when the membrane was operated in PRO mode, its top polyelectrolyte layer swelled due to
226
exposure to 0.5 M TSC solution (with high ionic strength) and hence became less effective as an
227
osmotic barrier, leading to lower water flux and higher solute flux.
228
the swelling of a 2-bilayer polyelectrolyte film under high ionic strength was confirmed by the
229
change in the film thickness, which increased from 23 nm in DI water to 45 nm in 0.5 M TSC
230
solution.
231
Therefore, as schematically
In comparison,
As shown in Figure 2(d),
FIGURE 2
232
Acid Treatment and Regeneration of Membrane.
233
membrane, the first step is to dissemble the existing polyelectrolyte layer from the original
234
membrane so that a fresh layer can be deposited.
235
disassembly approach is to treat the polyelectrolyte membrane with a strong acid that can the
236
protonate carboxylate groups and neutralize the negative charge of PAA, thereby destroying the
237
electrostatic binding between PEI and PAA.
238
a fresh PSf support (Figure S2) with the 2-bilayer membrane (Figure 3(b, d)) and 6-bilayer
239
membrane (Figure 3(c, e)) before and after pH 1 HCl treatment, respectively, demonstrated the
240
effectiveness in detaching the existing PEI-PAA bilayers by strong acid.
241
residual polyelectrolytes could still remain after acid treatment, especially for membranes with a
242
relatively thick polyelectrolyte layer.
To regenerate a polyelectrolyte
As illustrated in Figure 3(a), an effective
Comparison of the cross-sectional SEM images of
Note that some
For example, acid treatment reduced the thickness of the
11
ACS Paragon Plus Environment
Page 13 of 27
Environmental Science & Technology
243
polyelectrolyte layer of the 6-bilayer membrane from ~2 µm (Figure 3(c)) to ~0.5 µm (Figure
244
3(e)).
245
FIGURE 3
246
In order to more accurately characterize the membrane regeneration, QCM-D was
247
employed to monitor the mass change during the LbL assembly and acid treatment of the 2-
248
bilayer membrane.
249
membrane pretreatment and then deposited with two PEI-PAA bilayers.
250
3(f) that the mass of the second PEI-PAA bilayer was much larger than that of the first bilayer.
251
This is because the first PEI layer was covalently bonded to polydopamine through nucleophilic
252
addition,51, 52 resulting in a low degree of PEI attachment.
253
bilayer increased the number of charged sites on the exposed membrane surface, attracting more
254
polyelectrolyte and thus increasing the mass for the subsequent bilayer deposition.
255
The QCM-D sensor was first coated with polydopamine to simulate the It is observed in Figure
Besides, deposition of a PEI-PAA
As shown in Figure 3(g), the mass changes associated with the process of regenerating
256
the 2-bilayer thin film are normalized by its original mass.
257
treatment removed about 70% of the total mass of the 2-bilayer thin film.
258
observed in Figure 3(f), the masses of the first and second bilayers are approximately equal to 30%
259
and 70%, respectively, of the total mass, indicating that acid treatment mainly removed the outer
260
second bilayer while leaving the inner first bilayer intact.
261
treatment, only one new bilayer was deposited on the QCM-D sensor in order to maintain a
262
relatively constant mass of the 2-bilayer membrane.
263
regeneration cycle, the normalized mass of the regenerated membrane is close to unity,
264
indicating that its thickness was similar to that of the original 2-bilayer membrane.
12
It is observed that the first acid Note that, as
For this reason, after each acid
Figure 3(g) shows that, after each
ACS Paragon Plus Environment
Environmental Science & Technology
Page 14 of 27
265
The nearly 30% residual mass after each acid treatment, as observed in Figure 3(g), was
266
most likely associated with the first PEI layer, which was covalently attached to polydopamine,
267
as well as some undetached PAA due to the partial protonation of its carboxylate groups.
268
is because, although the theoretical pKa of carboxylate groups in PAA is around 4.5 and thus
269
would be fully protonated at pH 1, the effective pKa can be very different when these functional
270
groups are localized and constrained instead of moving freely on a surface.53
271
much lower than 4.5 was confirmed by the non-effective acid treatment at higher pH (Figure S3)
272
— the fact that polyelectrolyte layers were almost unaffected by acid treatment at pH 2 to 3
273
indicated an effective pKa of less than 2.
This
An effective pKa
274
The residual polyelectrolyte layer after acid treatment was actually beneficial for the
275
membrane regeneration because it helped prevent the acid-foulant mixture from penetrating into
276
the membrane support during the acid treatment.
277
attached PEI layer unlikely changes during regeneration, the amount of residual mass after each
278
regeneration cycle mainly depends on the effectiveness of acid treatment in breaking the
279
electrostatic interactions between polyelectrolytes.
280
membrane before and after acid treatment (Figure S4) are similar, indicating that no chemical
281
reaction or change in the polyelectrolyte chemistry was introduced by acid treatment.
282
Since the mass of the first chemically
Besides, the FTIR spectra of the 2-bilayer
TEM characterization as shown in Figure 4 reveals that acid treatment caused some
283
structural changes in the residual polyelectrolyte layer.
284
exhibited a smooth, featureless surface, as similarly observed in the SEM image (Figure 1(d)).
285
After the pH 1 acid treatment, the residual polyelectrolyte layer led to a rougher surface (Figure
286
4(d)) with aligned features at a few spots (Figure 4(e)), indicating that the acid treatment did not
13
The as-prepared 2-bilayer sample
ACS Paragon Plus Environment
Page 15 of 27
Environmental Science & Technology
287
evenly or entirely dissemble the existing polyelectrolyte layer.
Besides, the TEM diffraction
288
patterns show that the acid-treated sample had a bright ring compared with the as-prepared
289
sample, indicating the existence of some aligned polyelectrolytes.
290
likely caused by the realignment of partially protonated PAA as pH decreased. Note that a
291
similar pH effect on the structure of polyelectrolyte layers was also reported in the literature.54
Such a structural change was
292
The TEM-EDX analysis (Figure S5) showed an almost complete PEI removal by acid
293
treatment, as no nitrogen (N) peak was detected for the acid-treated 2-bilayer sample. Note that
294
because the TEM sample holder was not pre-treated with polydopamine, PEI was not covalently
295
attached to the TEM sample holder.
296
electrostatically deposited PEI and only left the first layer of covalently bonded PEI and some
297
partially protonated, well aligned PAA in the residual polyelectrolyte layer.
In summary, acid treatment was able to remove almost all
298
FIGURE 4
299
Membrane Performance in FO Process. The performances of both the original 2-bilayer
300
membrane and the membrane after each cycle of acid treatment and regeneration were tested in
301
FO mode.
302
water flux, obviously because the decrease in the polyelectrolyte layer thickness lowered the
303
water resistance. Note that the water flux after each membrane regeneration was lower than
304
that of the original membrane due to the existence of a residual polyelectrolyte layer (after acid
305
treatment) that increased the water resistance.
306
general not significantly affected by acid treatment or regeneration, indicating the residual
307
polyelectrolyte layer, mainly composed of the first PEI-PAA bilayer based on mass analysis, was
308
also a somewhat effective solute barrier.
Figure 5(a) shows that the acid treatment in each cycle increased the membrane
As shown in Figure 5(b), the solute flux was in
However, the solute flux dramatically increased after
14
ACS Paragon Plus Environment
Environmental Science & Technology
Page 16 of 27
309
the third acid treatment.
310
after each acid treatment (Figure 5(a)), is consistent with our previous understanding that acid
311
treatment alone did not evenly or entirely dissemble the existing polyelectrolyte layer.
312
demonstrated by the TEM image in Figure 4(d), the acid treatment resulted in a heterogeneous
313
structure with realignment of residual PAA, thus potentially leading to defects that result in
314
increased solute passage. Although such defects are fully sealed by the subsequent bilayer
315
deposition in the next regeneration cycle, it is predicted that the efficiency of polyelectrolyte
316
layer removal and regeneration could be further improved by employing useful membrane
317
cleaning strategies such as surfactant and back wash.
318
319
This observation, along with the noticeable variations in water flux
As
FIGURE 5
The regenerability of the polyelectrolyte membrane fouled by alginate was also tested in
320
the FO membrane system.
The flux decline curves of the original and regenerated membranes
321
obtained from the alginate fouling experiments are shown in Figure 5(c).
322
water flux of the original membrane declined by more than 30% due to alginate fouling,
323
indicating a thick fouling layer was formed on the membrane surface.
324
treatment and regeneration, the regenerated membrane regained an initial water flux that was
325
almost the same as that of the original clean membrane.
It is observed that
After each cycle of acid
326
Such effective membrane regeneration after significant fouling offers a great opportunity
327
to ultimately control the irreversible membrane fouling, a long-standing problem that
328
considerably deteriorates membrane performance and shortens membrane lifetime.
329
conventional fouling control procedures such as physical and chemical cleaning for which the
330
fouling-control effectiveness depends on foulant types and attachment mechanisms, membrane
15
ACS Paragon Plus Environment
Unlike the
Page 17 of 27
Environmental Science & Technology
331
regeneration breaks the electrostatic interactions between the polyelectrolyte layers and thus
332
removes the bilayers together with various foreign substances attached to them, including
333
irreversible foulants.
334
that is not affected by the type of foulants or level of their attachment to the membrane.
335
the procedure for dissembling and regenerating the polyelectrolyte layer of the present
336
membrane is quite similar to a typical membrane cleaning protocol, it is reasonable to believe
337
that the in-situ membrane regeneration may not significantly increase the membrane operation
338
cost but can satisfactorily avoid the expensive replacement of the entire membrane module due
339
to irreversible fouling, thereby potentially reducing the overall cost of the membrane-based water
340
treatment system.
341
cost-effectiveness of the proposed membrane technology.
342
out of the scope of the present study.
Therefore, membrane regeneration offers a universal cleaning strategy Since
Indeed, a thorough cost-benefit analysis is warranted to assess the long-term However, research in this direction is
343
344
ASSOCIATED CONTENT
345
Supporting Information. SEM images of the top surfaces of polyelectrolyte membranes
346
made with 2, 4, and 6 PEI-PAA bilayers, respectively (Figure S1); cross-sectional SEM image of
347
the PSf support (Figure S2); changes in sensor frequency from the QCM-D measurement of a 2-
348
bilayer film after subsequent acid treatments at pH 2-3 (Figure S3); FTIR spectra of 2-bilayer
349
and 4-bilayer membranes before and after pH 1 acid treatment (Figure S4); and TEM-EDX
350
analysis of a 2-bilayer film on a TEM copper grid after pH 1 acid treatment (Figure S5).
351
16
ACS Paragon Plus Environment
Environmental Science & Technology
352
ACKNOWLEDGEMENTS
353
The material is based upon work supported by the U.S. National Science Foundation under
354
Award Number CBET-1565452 and the U.S. Department of Energy under Award Number DE-
355
IA0000018.
356
reflect those of the sponsors.
Page 18 of 27
The opinions expressed herein are those of the authors and do not necessarily
357
17
ACS Paragon Plus Environment
Page 19 of 27
Environmental Science & Technology
358
359 360 361
Figure 1. SEM images of the (a) top surface and (b) bottom surface of the PSf support, (c) top
362
surface of the polydopamine-coated PSf support, (d) top surface and (e) bottom surface of the 2-
363
bilayer membrane, and (f) FTIR spectra of the PSf support before and after being deposited with
364
different numbers of PEI-PAA bilayers.
365
18
ACS Paragon Plus Environment
Environmental Science & Technology
Page 20 of 27
366 367 (a)
(b) 30
0.6
Water Flux (L/m2/h)
Solute Flux (mol/m2/h)
FO Mode PRO Mode
25 20 15 10 5 0
FO Mode PRO Mode 0.4
0.2
0.0 CTA
2-bilayer 4-bilayer 6-bilayer
CTA
2-bilayer 4-bilayer 6-bilayer
368 369
370 371
Figure 2. (a) Water flux and (b) reverse solute flux of polyelectrolyte membranes made with
372
different numbers of PEI-PAA bilayers, using 0.5 M TSC draw solution. (c) Schematic
373
illustration of the swelling of the polyelectrolyte layers on the draw side in FO and PRO modes,
374
respectively, making the membrane less effective for rejecting solutes. (d) Thickness of
375
polyelectrolyte layer in DI water and 0.5 M TSC solution, as measured by ellipsometer.
376
19
ACS Paragon Plus Environment
Page 21 of 27
Environmental Science & Technology
377
378
379 380 381
Figure 3.
382
from the membrane; cross-sectional SEM images of (b) original 2-bilayer membrane, (c) original
383
6-bilayer membrane, (d) acid-treated 2-bilayer membrane, and (e) acid-treated 6-bilayer
384
membrane; and QCM-D measurements of (f) the PEI-PAA bilayer deposition and (g) repeated
385
cycles of acid treatment and regeneration of a 2-bilayer membrane. Note that the masses in (g)
386
were normalized by the mass of the original 2-bilayer membrane.
(a) Schematic illustration of acid treatment for the disassembly of PEI-PAA bilayers
387 388
20
ACS Paragon Plus Environment
Environmental Science & Technology
389
390 391 392
Figure 4. TEM surface images and diffraction patterns of a 2-bilayer sample (a-c) before and (d-
393
f) after the pH 1 acid treatment.
394
21
ACS Paragon Plus Environment
Page 22 of 27
Page 23 of 27
Environmental Science & Technology
(a)
30
After acid treatment After regeneration
Water Flux (L/m2/h)
25 20 15 10 5 0
Original
1st 3rd 2nd Membrane Regeneration Stage
395 (b) 0.35 After acid treatment After regeneration
Solute Flux (mol/m2/h)
0.30 0.25 0.20 0.15 0.10 0.05 0.00
396
(c)
Original
30 25
Water Flux (L/m2/h)
1st 3rd 2nd Membrane Regeneration Stage
Original membrane
20
Regenerated membrane
15 10 Alginate fouling
5 0
0
200
400 Time(min)
600
800
397 398
Figure 5.
399
declines of the original 2-bilayer membrane and membrane after each cycle of acid treatment and
400
regeneration.
401
solution, 20 mM NaCl and 0.5 M CaCl2 as feed solution, and 200 mg/L alginate for fouling
402
experiments.
(a) Pure water fluxes, (b) reverse solute fluxes, and (c) fouling-induced water flux
The experiments were conducted in FO mode, 0.5 M TSC was used as draw
The blue-colored data points in (c) represent the initial water flux measured 22
ACS Paragon Plus Environment
Environmental Science & Technology
403
without foulants.
404
REFERENCES
405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444
1. Shannon, M. A.; Bohn, P. W.; Elimelech, M.; Georgiadis, J. G.; Marinas, B. J.; Mayes, A. M., Science and technology for water purification in the coming decades. Nature 2008, 452, (7185), 301-310. 2. Elimelech, M.; Phillip, W. A., The future of seawater desalination: Energy, technology, and the environment. Science 2011, 333, (6043), 712-717. 3. Gu, Y. S.; Wang, Y. N.; Wei, J.; Tang, C. Y. Y., Organic fouling of thin-film composite polyamide and cellulose triacetate forward osmosis membranes by oppositely charged macromolecules. Water Res 2013, 47, (5), 1867-1874. 4. Yip, N. Y.; Tiraferri, A.; Phillip, W. A.; Schiffman, J. D.; Elimelech, M., High performance thin-film composite forward osmosis membrane. Environ Sci Technol 2010, 44, (10), 3812-3818. 5. Tiraferri, A.; Yip, N. Y.; Phillip, W. A.; Schiffman, J. D.; Elimelech, M., Relating performance of thin-film composite forward osmosis membranes to support layer formation and structure. J Membrane Sci 2011, 367, (1-2), 340-352. 6. Shaffer, D. L.; Arias Chavez, L. H.; Ben-Sasson, M.; Romero-Vargas Castrillon, S. R.; Yip, N. Y.; Elimelech, M., Desalination and reuse of high-salinity shale gas produced water: Drivers, technologies, and future directions. Environ Sci Technol 2013, 47, (17), 9569-9583. 7. Mi, B.; Elimelech, M., Chemical and physical aspects of organic fouling of forward osmosis membranes. J Membrane Sci 2008, 320, (1-2), 292-302. 8. Le-Clech, P.; Chen, V.; Fane, T. A. G., Fouling in membrane bioreactors used in wastewater treatment. J Membrane Sci 2006, 284, (1-2), 17-53. 9. Padaki, M.; Murali, R. S.; Abdullah, M. S.; Misdan, N.; Moslehyani, A.; Kassim, M. A.; Hilal, N.; Ismail, A. F., Membrane technology enhancement in oil-water separation. A review. Desalination 2015, 357, 197-207. 10. Mi, B.; Elimelech, M., Gypsum scaling and cleaning in forward osmosis: Measurements and mechanisms. Environ Sci Technol 2010, 44, (6), 2022-2028. 11. Mi, B.; Elimelech, M., Organic fouling of forward osmosis membranes: Fouling reversibility and cleaning without chemical reagents. J Membrane Sci 2010, 348, (1-2), 337-345. 12. Mi, B.; Elimelech, M., Silica scaling and scaling reversibility in forward osmosis. Desalination 2013, 312, 75-81. 13. Liu, Y.; Mi, B., Effects of organic macromolecular conditioning on gypsum scaling of forward osmosis membranes. J Membrane Sci 2014, 450, 153-161. 14. Zhou, M.; Liu, H.; Kilduff, J.; Langer, R.; Anderson, D.; Belfort, G., High-throughput membrane surface modification to control NOM fouling. Environ Sci Technol 2009, 43, (10), 3865-3871. 15. Zhou, Y.; Yu, S.; Gao, C.; Feng, X., Surface modification of thin film composite polyamide membranes by electrostatic self deposition of polycations for improved fouling resistance. Sep Purif Technol 2009, 66, (2), 287-294. 16. Mo, Y. H.; Tiraferri, A.; Yip, N. Y.; Adout, A.; Huang, X.; Elimelech, M., Improved antifouling properties of polyamide nanofiltration membranes by reducing the density of surface
23
ACS Paragon Plus Environment
Page 24 of 27
Page 25 of 27
445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 480 481 482 483 484 485 486 487 488 489 490
Environmental Science & Technology
carboxyl groups. Environ Sci Technol 2012, 46, (24), 13253-13261. 17. Tiraferri, A.; Kang, Y.; Giannelis, E. P.; Elimelech, M., Superhydrophilic thin-film composite forward osmosis membranes for organic fouling control: Fouling behavior and antifouling mechanisms. Environ Sci Technol 2012, 46, (20), 11135-11144. 18. Diagne, F.; Malaisamy, R.; Boddie, V.; Holbrook, R. D.; Eribo, B.; Jones, K. L., Polyelectrolyte and silver nanoparticle modification of microfiltration membranes to mitigate organic and bacterial fouling. Environ Sci Technol 2012, 46, (7), 4025-4033. 19. Li, X.; Cai, T.; Chung, T. S., Anti-fouling behavior of hyperbranched polyglycerolgrafted poly(ether sulfone) hollow fiber membranes for osmotic power generation. Environ Sci Technol 2014, 48, (16), 9898-9907. 20. Kirschner, C. M.; Brennan, A. B., Bio-inspired antifouling strategies. Annu Rev Mater Res 2012, 42, 211-229. 21. Kristalyn, C. B.; Lu, X. L.; Weinman, C. J.; Ober, C. K.; Kramer, E. J.; Chen, Z., Surface structures of an amphiphilic tri-block copolymer in air and in water probed using sum frequency generation vibrational spectroscopy. Langmuir 2010, 26, (13), 11337-11343. 22. Li, Y.; Liu, C. M.; Yang, J. Y.; Gao, Y. H.; Li, X. S.; Que, G. H.; Lu, J. R., Antibiofouling properties of amphiphilic phosphorylcholine polymer films. Colloid Surface B 2011, 85, (2), 125-130. 23. Weinman, C. J.; Finlay, J. A.; Park, D.; Paik, M. Y.; Krishnan, S.; Sundaram, H. S.; Dimitriou, M.; Sohn, K. E.; Callow, M. E.; Callow, J. A.; Handlin, D. L.; Willis, C. L.; Kramer, E. J.; Ober, C. K., ABC triblock surface active block copolymer with grafted ethoxylated fluoroalkyl amphiphilic side chains for marine antifouling/fouling-release applications. Langmuir 2009, 25, (20), 12266-12274. 24. Yu, H. Y.; Kang, Y.; Liu, Y. L.; Mi, B., Grafting polyzwitterions onto polyamide by click chemistry and nucleophilic substitution on nitrogen: A novel approach to enhance membrane fouling resistance. J Membrane Sci 2014, 449, 50-57. 25. Zheng, S.; Yang, Q.; Mi, B., Novel antifouling surface with improved hemocompatibility by immobilization of polyzwitterions onto silicon via click chemistry. Applied Surface Science 2016, 363, 619-626. 26. Lowe, A. B.; Vamvakaki, M.; Wassall, M. A.; Wong, L.; Billingham, N. C.; Armes, S. P.; Lloyd, A. W., Well-defined sulfobetaine-based statistical copolymers as potential antibioadherent coatings. J Biomed Mater Res 2000, 52, (1), 88-94. 27. Chapman, J.; Regan, F., Nanofunctionalized superhydrophobic antifouling coatings for environmental sensor applicationsuadvancing deployment with answers from nature. Adv Eng Mater 2012, 14, (4), B175-B184. 28. Yang, Q.; Mi, B., Nanomaterials for membrane fouling control: Accomplishments and challenges. Advances in Chronic Kidney Disease 2013, 20, (6), 536-555. 29. Hu, M.; Zheng, S.; Mi, B., Organic fouling of graphene oxide membranes and its implications for membrane fouling control in engineered osmosis. Environ Sci Technol 2016, 50, (2), 685-693. 30. Liu, Y.; Rosenfield, E.; Hu, M.; Mi, B., Direct observation of bacterial deposition on and detachment from nanocomposite membranes embedded with silver nanoparticles. Water Res 2013, 47, (9), 2949-2958. 31. Liu, Y.; Mi, B., Combined fouling of forward osmosis membranes: Synergistic foulant interaction and direct observation of fouling layer formation. J Membrane Sci 2012, 407, 136144.
24
ACS Paragon Plus Environment
Environmental Science & Technology
491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 509 510 511 512 513 514 515 516 517 518 519 520 521 522 523 524 525 526 527 528 529 530 531 532 533 534 535 536
Page 26 of 27
32. Ang, W. S.; Yip, N. Y.; Tiraferri, A.; Elimelech, M., Chemical cleaning of ro membranes fouled by wastewater effluent: Achieving higher efficiency with dual-step cleaning. J Membrane Sci 2011, 382, (1-2), 100-106. 33. Duong, P. H. H.; Zuo, J.; Chung, T. S., Highly crosslinked layer-by-layer polyelectrolyte fo membranes: Understanding effects of salt concentration and deposition time on fo performance. J Membrane Sci 2013, 427, 411-421. 34. Kang, Y.; Emdadi, L.; Lee, M. J.; Liu, D. X.; Mi, B. X., Layer-by-layer assembly of zeolite/polyelectrolyte nanocomposite membranes with high zeolite loading. Environ Sci Tech Let 2014, 1, (12), 504-509. 35. Liu, C.; Shi, L.; Wang, R., Crosslinked layer-by-layer polyelectrolyte nanofiltration hollow fiber membrane for low-pressure water softening with the presence of so42- in feed water. J Membrane Sci 2015, 486, 169-176. 36. Stanton, B. W.; Harris, J. J.; Miller, M. D.; Bruening, M. L., Ultrathin, multilayered polyelectrolyte films as nanofiltration membranes. Langmuir 2003, 19, (17), 7038-7042. 37. Hong, S. U.; Lu, O. Y.; Bruening, M. L., Recovery of phosphate using multilayer polyelectrolyte nanofiltration membranes. J Membrane Sci 2009, 327, (1-2), 2-5. 38. Pardeshi, P.; Mungray, A. A., Synthesis, characterization and application of novel high flux FO membrane by layer-by-layer self-assembled polyelectrolyte. J Membrane Sci 2014, 453, 202-211. 39. Saren, Q.; Qiu, C. Q.; Tang, C. Y. , Synthesis and characterization of novel forward osmosis membranes based on layer-by-layer assembly. Environ Sci Technol 2011, 45, (12), 52015208. 40. Jin, W. Q.; Toutianoush, A.; Tieke, B., Use of polyelectrolyte layer-by-layer assemblies as nanofiltration and reverse osmosis membranes. Langmuir 2003, 19, (7), 2550-2553. 41. Dubas, S. T.; Schlenoff, J. B., Polyelectrolyte multilayers containing a weak polyacid: Construction and deconstruction. Macromolecules 2001, 34, (11), 3736-3740. 42. Sukhishvili, S. A.; Granick, S., Layered, erasable, ultrathin polymer films. J Am Chem Soc 2000, 122, (39), 9550-9551. 43. Irigoyen, J.; Politakos, N.; Murray, R.; Moya, S. E., Design and fabrication of regenerable polyelectrolyte multilayers for applications in foulant removal. Macromol Chem Phys 2014, 215, (16), 1543-1550. 44. Ahmadiannamini, P.; Bruening, M. L.; Tarabara, V. V., Sacrificial polyelectrolyte multilayer coatings as an approach to membrane fouling control: Disassembly and regeneration mechanisms. J Membrane Sci 2015, 491, 149-158. 45. Ilyas, S.; de Grooth, J.; Nijmeijer, K.; de Vos, W. M., Multifunctional polyelectrolyte multilayers as nanofiltration membranes and as sacrificial layers for easy membrane cleaning. Journal of Colloid and Interface Science 2015, 446, 386-393. 46. Lee, S.; Boo, C.; Elimelech, M.; Hong, S., Comparison of fouling behavior in forward osmosis (FO) and reverse osmosis (RO). J Membrane Sci 2010, 365, (1-2), 34-39. 47. Liu, Y. L.; Mi, B. X., Combined fouling of forward osmosis membranes: Synergistic foulant interaction and direct observation of fouling layer formation. J Membrane Sci 2012, 407, 136-144. 48. Socrates, G.; Socrates, G., Infrared and raman characteristic group frequencies : Tables and charts. 3rd ed.; Wiley: Chichester ; New York, 2001; p xv, 347 p. 49. Cath, T. Y.; Childress, A. E.; Elimelech, M., Forward osmosis: Principles, applications, and recent developments. J Membrane Sci 2006, 281, (1-2), 70-87.
25
ACS Paragon Plus Environment
Page 27 of 27
537 538 539 540 541 542 543 544 545 546 547 548 549 550
Environmental Science & Technology
50. Alsvik, I. L.; Hagg, M. B., Pressure retarded osmosis and forward osmosis membranes: Materials and methods. Polymers-Basel 2013, 5, (1), 303-327. 51. Gu, J. E.; Lee, S.; Stafford, C. M.; Lee, J. S.; Choi, W.; Kim, B. Y.; Baek, K. Y.; Chan, E. P.; Chung, J. Y.; Bang, J.; Lee, J. H., Molecular layer-by-layer assembled thin-film composite membranes for water desalination. Adv Mater 2013, 25, (34), 4778-4782. 52. LaVoie, M. J.; Ostaszewski, B. L.; Weihofen, A.; Schlossmacher, M. G.; Selkoe, D. J., Dopamine covalently modifies and functionally inactivates parkin. Nat Med 2005, 11, (11), 1214-1221. 53. Burke, S. E.; Barrett, C. J., Acid-base equilibria of weak polyelectrolytes in multilayer thin films. Langmuir 2003, 19, (8), 3297-3303. 54. Lutkenhaus, J. L.; McEnnis, K.; Hammond, P. T., Nano- and microporous layer-by-layer assemblies containing linear poly(ethylenimine) and poly(acrylic acid). Macromolecules 2008, 41, (16), 6047-6054.
551
552
553
26
ACS Paragon Plus Environment