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Emerging forward osmosis (FO) technologies and challenges ahead for clean water and clean energy applications Tai-Shung Chung1,2, Xue Li2, Rui Chin Ong1, Qingchun Ge1, Honglei Wang1 and Gang Han1 The purpose of this short review is to share our understanding and perspectives with the chemical, environmental, water and osmotic power communities on FO processes in order to conduct meaningful R & D and develop effective and sustainable FO technologies for clean water and clean energy. Addresses 1 Department of Chemical and Biomolecular Engineering, National University of Singapore, Singapore 117576, Singapore 2 NUS Graduate School for Integrative Science and Engineering, National University of Singapore, Singapore 117456, Singapore Corresponding author: Chung, Tai-Shung (
[email protected])
Current Opinion in Chemical Engineering 2012, 1:246–257 This review comes from a themed issue on Energy and environmental engineering Edited by Rakesh Agrawal and Subhas K Sikdar For a complete overview see the Issue and the Editorial Available online 26th July 2012 2211-3398/$ – see front matter, # 2012 Elsevier Ltd. All rights reserved. http://dx.doi.org/10.1016/j.coche.2012.07.004
Introduction Technologies to produce clean water and clean energy have received global attention owing to water scarcity, resource depletion, and global warming [1,2,3– 5,6,7,8,9,10]. Forward osmosis (FO) has emerged as one of potential technologies to mitigate water and energy shortage [6,7,10,11]. Not only can it produce clean water but also clean energy by using the osmotic gradient across a semi-permeable membrane as the driving force for water production and power generation. Basically, FO takes the advantage of naturally induced water diffusion across a semi-permeable membrane from a low concentration solution to a high concentration solution [12]. Ideally, the semi-permeable membrane performs as a barrier that allows water to pass through but rejects salts or unwanted elements. The high concentration solution acts as a draw solution, which has a higher osmotic pressure than the feed solution, to draw water from the feed across the membrane to itself. Thus, FO processes take place only if (1) there is a semi-permeable membrane partitioning the feed from the draw solution and (2) there is an osmotic pressure difference across the membrane. A typical FO process is shown in Figure 1(a). Current Opinion in Chemical Engineering 2012, 1:246–257
For water reuse and desalination, FO requires much less energy to induce a net flow of water across the membrane compared to traditional pressure-driven membrane processes such as reverse osmosis (RO). However, different from RO, the permeate of FO is not a product water ready for consumption but a mixture of drawn water and draw solution. As a result, a second step of separation must be employed to produce clean water and to regenerate the draw solution. The second step of separation might be energy intensive if inappropriate draw solutes and recycle processes were utilized. Therefore, one must take both costs of FO membranes and draw solute recycle into consideration in order to have a fair comparison of a FO technology with other water production technologies. Otherwise, the conclusion could be biased and misleading. The concept of osmotic energy generation was proposed about 60 years ago, but most of the early works were discontinued owing to the lack of effective membranes [13–18], which are the heart of osmotic power systems. Statkraft of Norway is the first company that pioneered serious research on osmotic power and built the first prototype plant in 2009 by mixing river water and seawater across a semi-permeable membrane [11,19,20,21]. Figure 1(b) illustrates schematic diagrams for osmotic power generation. Theoretically, the continuous operation pressure of the seawater compartment may increase up to 13.5 bar that can drive a hydro-turbine and generate electricity consequently. A pressure of 13.5 bar is equivalent to a water column of about 135 m in a hydropower plant. The estimated global osmotic energy that can be derived from mixing ocean and river waters is in the order of about 1750–2000 TWh per year [11,19,20]. Considering the great potential of FO for various applications, the purposes of this short review are to (1) elaborate the challenges ahead for its applications to clean water and clean energy production and (2) summarize the state-of-art FO technologies in terms of membranes and draw solutes.
Limitations and challenges of FO for clean water and clean energy Currently, the major challenges of FO technologies are (i) ineffective membranes that are heart of most FO-based processes; (ii) lack of cost effective draw solutes that can be easily recycled; and (iii) limited studies on fouling [6]. Compared to the state-of-art RO, FO for desalination needs significant breakthroughs on the development of www.sciencedirect.com
Current forward osmosis technology development Chung et al. 247
Figure 1
(a)
Seawater
(b)
Pressure exchanger Feed
Draw solution
Membrane
Draw solution regeneration FO membrane
Diluted seawater
RO
Clean water
Fresh water
Concentrated feed
Turbine
River water
Seawater
Pressure exchanger
Diluted draw solution
Membrane Turbine
Diluted seawater
Retentate of recycled water Current Opinion in Chemical Engineering
Schematic diagrams of (a) a typical forward osmosis (FO) process and (b) osmotic power generation from the mixing of seawater and fresh water (top) and from the mixing of RO and recycled water retentates (bottom).
FO membranes and cost-effectively recyclable draw solutes. However, for direct fertigation [22] and osmotic power generation, fertilizer and seawater are natural draw solutes, respectively. Therefore, molecular design of FO membranes with high flux and power density has received major attention in the R & D of these two applications. For osmotic membrane bioreactor (MBR), the required membrane performance may not be as stringent as those for osmotic power and desalination [23,24], but finding low cost and easy recyclable draw solutes for osmotic MBR is still quite challenging unless RO retentate is
readily available to be used as the draw solute as RO retentate may provide adequate osmotic pressure and can be obtained at low or no cost if available. Although the fouling behavior of FO membranes is more reversible than RO membranes [25,26,27], the removal of foulants in the former is more complicated than the latter because of the internal concentration polarization when the feed stream faces the porous sublayer [24,28– 32]. In addition, owing to the high hydraulic pressure in the high-pressure compartment, it is believed that the
Table 1 Benefits and challenges of different applications of FO Applications of FO
Benefits
Challenges Ineffective membranes; lack of cost effective draw solutes
Osmotic power generation
Low energy consumption for water transport across the semi-permeable membrane Fertilizers are natural draw solutes; diluted draw solution is useful for irrigation Seawater is a natural draw solute
Osmotic membrane bioreactor
Low fouling and low energy consumption
Desalination Direct fertigation
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Limited application sites Pretreatments of seawater and river water; complicated fouling phenomenon owing to the high pressure in the seawater compartment Need to find low cost and easy recyclable draw solutes
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Table 2 A comparison of FO and RO processes Advantages
Disadvantages
Challenges
FO
Less energy intensive for water transport across the semi-membranes; more reversible fouling
Permeate water 6¼ product; requires a second separation step
RO
Permeate water = high quality product
High energy consumption; some irreversible fouling
Ineffective membranes; lack of cost effective draw solutes; limited studies on fouling How to improve energy recovery efficiency; How to mitigate membrane fouling
Process
fouling behavior during osmotic power generation may be quite different from that in low-pressure FO processes. So far, apart from Statkraft patents [21], almost no academic studies have touched this interesting subject. Table 1 summarizes benefits and challenges for each application of FO. Table 2 and Figure 2 show a comparison of FO and RO processes.
by Cadotte [34]; (iii) the layer-by-layer (LbL) deposition of nanometer-thick polycations and polyanions on porous charged substrates [35]; and (iv) aquaporin (Aqp) incorporated biomimetic membranes [36]. Wholly integrated asymmetric FO membranes made of cellulose triacetate (CTA) [37,38], polybenzimidazole (PBI) [39–42], cellulose acetate [43,44,45,46] and polyethersulfone [47] are typical examples of the 1st approach (as shown in Figure 3(a)–(d)), while FO membranes made of polyamide via interfacial polymerization on polysulfone based substrates [48,49], sulfonated substrates [50,51], cellulose acetate propionate (CAP) substrates [52] and nanofibers [53,54] belong to the second approach (as shown in Figure 3(e), (f)). Examples of LbL FO membranes can be found elsewhere [55,56].
The state-of-the-art FO membranes for low pressure processes The desired FO membranes must have (i) high salt retention and high water flux; (ii) low concentration polarization; and (iii) resistance to chlorine and wide range of pH plus long-term stability in separation performance and mechanical strength [6]. Up to the present, four approaches have been adopted to prepare polymeric FO membranes by using (i) the non-solvent phase inversion method developed by Loeb and Sourirajan [33]; (ii) the thin-film composition (TFC) method via interfacial polymerization on porous substrates invented
Usually, membranes derived from the phase inversion method have relatively low fluxes compared to those membranes made from TFC approach. In addition to their inherent differences in water permeability and salt
Figure 2
RO vs. FO Hydraulic pressure gradient (RO)
Osmotic pressure gradient (FO) No hydraulic pressure gradient
Water = Product
Seawater (feed)
NaCl
Water
Product
Seawater (feed)
Draw solution
NaCl Reverse flux of draw solutes Thick sub-layer The RO membrane is densified under high pressures
Thin sub-layer The FO membrane is loose under no or low pressures Current Opinion in Chemical Engineering
A comparison of (a) RO and (b) FO processes. Current Opinion in Chemical Engineering 2012, 1:246–257
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Figure 3
(a)
(b)
(c)
OL
40 µ 1.53µm
10.61µm
1 µm Single-layer PBI membrane (d)
Dual Layer PBI/PES membrane (e)
CA flat sheet membrane
(f)
200 µm
HTI CTA membrane
Thin-film interfacial polymerized flatsheet FO membrane
Thin-film interfacial polymerized FO hollow fiber Current Opinion in Chemical Engineering
Some of typical FO membranes for water reuse and desalination. (a) Single-layer polybenzimidazole (PBI) membrane1; (b) Dual Layer PBI/ polyethersulfone (PES) membrane2; (c) CA flat sheet membrane3; (d) Hydration Technology Innovations (HTI) CTA membrane; (e) Thin-film interfacial polymerized flat-sheet FO membrane4; and (f) Thin-film interfacial polymerized FO hollow fiber5. 1 Reprinted from ref. [40] with permission from Elsevier. 2 Adapted from ref. [42] with permission from Elsevier. 3 Adapted with permission from ref. [43]. Copyright (2010) American Chemical Society. 4 Reprinted from ref. [50] with permission from John Wiley and Sons. 5 Reprinted with permission from ref. [111]. Copyright (2012) American Chemical Society.
rejection [57,58,59], the phase inversion membrane also tends to have a greater sublayer resistance and internal concentration polarization (ICP) owing to the difficulties in controlling the selective skin and sublayer morphology simultaneously during the rapid phase inversion process, while the TFC membrane has more design flexibility by separately tuning selective skins and sublayers with the aid of using more porous or less tortuous membranes as the TFC substrates. Furthermore, by applying the duallayer co-extrusion technology or electrospun nano-fibers, one may have greater capabilities to effectively manipulate the sublayer morphology and significantly mitigate the low flux issue [42,45,53,54]. To reduce the ICP effects, Wang et al. were the first in inventing double-skinned FO membranes consisting of a less selective nano-filtration (NF) skin layer, a fully porous cross-section, and a highly selective RO skin layer [43]. Subsequent theoretical and experimental works have confirmed the unique characteristics and advantages of this type of membrane morphology such as low fouling and low ICP [60,61]. In addition, Fang et al. [62] and Su et al. [63] www.sciencedirect.com
also extended the basic principle of double skins to fabricate double-skin FO hollow fibers consisting of a NF and a RO skins. On the contrary, Wang et al. [50] and Widjojo et al. [51] adopt another scheme to circumvent the ICP. They reported that the hydrophilicity of porous substrates plays an important role on TFC FO membranes. TFC membranes that are interfacially polymerized on hydrophilic porous substrates not only show reduced ICP effects but also have a very high water flux (as shown in Figure 4). So far, 22 LMH (L m2 h1) is the highest ever reported water flux for TFC FO membranes in seawater desalination using 2.0 M NaCl as the draw solution (DS) by Widjojo et al. [64]. Consistent with Wang et al. [50] and Widjojo et al. [51] observation, Arena et al. surface modified the support layers of commercially available RO TFC membranes with polydopamine (PDA) to improve the membranes’ hydrophilicity for pressure retarded osmosis (PRO) [65]. Following the similar principle, Han et al. [66] surface modified hydrophobic polysulfone (PSf) substrates with polydopamine before conducting interfacial polymerization. Results show effective enhancements in both water flux and salt rejection of the resultant TFC membranes. Current Opinion in Chemical Engineering 2012, 1:246–257
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Figure 4
(a)
(b) 60
Pressure retarded osmosis (PRO) mode
Water flux (LMH)
50
20 µm
Cross section Macrovoid free
40
Hydrophilic substrate by using BASF materials
30
Forward osmosis (FO) mode
20
Sponge-like cross-section
Porous bottom surface
Cross section 40k thin film
10 0
1
2
3
4
5
Draw solution concentration, NaCl (M) Feed (DI water): flux 33 LMH (DS: 2 M NaCl), salt reverse flux 3.6 gMH Seawater (3.5 wt% NaCl): 15 LMH (DS: 2 M NaCl) Current Opinion in Chemical Engineering
TFC FO membrane with macrovoid-free substrate. (a) Water flux as a function of draw solution concentration, and (b) SEM images of TFC membrane. Adapted from ref. [51] with permission from Elsevier.
So far, FO membranes made from LbL have shown a trade-off between the water fluxes and the reverse salt leakages. LbL membranes reported either have low reverse salt leakages but low water fluxes (for the cross-linked ones) [56] or high water fluxes but with high reverse salt leakages (for the un-cross-linked ones) [55]. Since most data were obtained by using MgCl2 as the draw solute, no experimental data have proven that FO membranes prepared from LbL have good rejections to NaCl. A better design of LbL morphology and appropriate choices of electrolytes and cross-linkers are essential to advance LbL FO membranes for real applications in water reuse and desalination. FO membranes made from TFC/nano-fibers [53,54] also show significant differences in performance; observed water fluxes of 66 vs. 26 LMH have been reported using 1.5 M NaCl as the draw solution. A better understanding of the causes of the differences is essential for the advancement of this technology. Novel Aquaporin (Aqp) incorporated biomimetic FO membranes have recently been developed by Wang et al. [36]. The membranes were prepared by rupturing the AqpZ-embedded triblock copolymer vesicles on the acrylate-functionalized polycarbonate tracked-etched (PCTE) substrates. The planar porespanning biomimetic membrane displays the highest water flux of 142 LMH ever reported with very low reverse salt leakage using 2.0 M NaCl as the draw solution. However, the Aqp embedded membranes are not mechanically strong because the selective layer is only 10 nm in thickness. Current Opinion in Chemical Engineering 2012, 1:246–257
FO membranes for osmotic energy under PRO Theoretically, the hydraulic pressure difference in the seawater compartment during the mixing of river water and seawater across a semi-permeable membrane under PRO is preferred to operate at about 13.5 bars for seawater consisting of 3.5 wt% NaCl in order to generate the maximal energy output [19,20,21]. Since most conventional FO membranes are designed for no-pressure or low-pressure operation environments, currently available FO membranes are likely to be damaged under this high pressure condition. For example, based on a recent visit to Statkraft, the latest membranes used in Statkraft are only operated at about 6 bar because of membrane limitations [67]. Han et al. have recently developed flat asymmetric membranes with osmotic power density in the range of 6– 10 W/m2 that can withstand up to 15 bar using model seawater (0.59 M NaCl) and DI water [68,69,70]. To the best of our knowledge, among the available membranes for osmotic power generation [19,20,21,68,71–74], this is the first FO membrane that can withstand a hydraulic pressure difference over 13.5 bar and also produce a high energy output. It is worth mentioning that the experiments to estimate membrane’s power density must be conducted in actual PRO setup in which the hydraulic pressure varies in the high pressure compartment. As the real power density usually deviates a lot from the power density calculated from an extrapolation of water flux vs. pressure from the initial water flux under no hydraulic pressure difference. As a result, any conclusion derived from ideal theoretical predictions could be misleading. www.sciencedirect.com
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Although an increase in membrane thickness and polymer concentration during casting or spinning may improve membrane’s mechanical strengths, it also results in a much lower water flux and power density. Therefore, the FO membrane design for power generation under high salinity gradients will be significantly different from those used in conventional low-pressure environments. One must consider membrane’s physicochemical properties in the wet state as well as their changes under tensile, elongation, compression, and bending stresses [75,76]. If RO retentate is to be used as the draw solution while retentate of recycled water (i.e. retentate from wastewater reclamation processes) as the feed solution as proposed elsewhere [6] and shown in Figure 1(b), as the salinity of RO retentate is much greater than that of seawater (about 7.9–8.5 vs. 3.5 wt%), it will then increase the salinity gradient and generate higher power output. The former can result in a much higher osmotic pressure (about 70–77 vs. 28 bar at 22.5 8C) and osmotic energy than the latter, but also create tremendous challenges for membrane scientists to design high flux FO membranes with super high mechanical strengths. However, if osmotic power generation and RO plants can be successfully integrated, not only can it make seawater desalination less energy dependent and more sustainable, but also significantly
alleviate the disposal and environmental issues of waste RO retentate. In addition, since the RO retentate has been well pre-treated in its previous processes, it can significantly reduce the membrane fouling in the high pressure compartment. As a result, the integration may save some of expensive pre-treatment costs originally required for seawater before PRO. In addition, the integration of RO and osmotic power generation will significantly alleviate the disposal of highly concentrated brine back to ocean. Therefore, from the environmental standpoint, the integration may provide a better ecosystem for habitats and species, water composition, and landscape.
The development of draw solutes Compared to FO membranes, the progress in draw solutes is much slower. This is owing to the fact that it is not trivial to design draw solutes with characteristics of (i) good water solubility; (ii) high osmotic pressures; (iii) low leakages or reverse fluxes; (iv) easy recovery; and (v) membrane compatibility and (vi) zero toxicity. Since the 1960s, many efforts have been devoted to discover suitable draw solutes such as sulfur dioxide [77], aluminum sulfate [78], glucose [79,80], fructose [80,81], sucrose [63], fertilizers [22], and inorganic salts [38–56,60–62,82]. Prof. Elimelech and his colleagues at
Figure 5
2-Pyrol-MNP:
TREG-MNP:
Fe(acac)3+triethylene glycol
PAA-MNP:
O
Fe(acac)3+2-pyrrolidine
Fe(acac)3+triethylene glycol+ polyacrylic acid
245ºC reflux
280ºC reflux
280ºC reflux
O O
Fe O
O
Structure of Tris(acetylacetonato) Iron: Fe(acac)3
O
Current Opinion in Chemical Engineering
Schematic diagram of syntheses of water soluble magnetic nano-particles (MNP): 2-Pyrol-MNP, TREG-MNP, and PAA-MNP. Reprinted with permission from ref. [86]. Copyright (2010) American Chemical Society. www.sciencedirect.com
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Yale University developed the first generation of draw solution from water and ammonium bicarbonate (NH4HCO3) mixtures for desalination in the early 2000s. The draw solute of NH4HCO3 decomposes to ammonia and carbon dioxide upon heating at about 65 8C and it can be regenerated by re-dissolution [2,83]. However, using compounds with small molecules as draw solutes may not be economic and practical because of high energy consumption in their recycles and significant reverse fluxes in FO processes. Small molecular salts may also induce clogging in the supporting layer and lead to severe fouling and internal concentration polarization [30,31,84,85]. By taking advantages of the characteristics of high surface area and high osmotic pressure, hydrophilic magnetic nanoparticles were developed by Ling et al. [86] and Ge et al. [87] as draw solutes. The original idea was to produce pure water as well as to recapture nanoparticles by using a magnetic separator. Figure 5 shows syntheses of water soluble magnetic nano-particles [86] and Figure 6 illustrates the draw solution regeneration of water soluble magnetic nano-particles in FO processes. However, the nanoparticles gradually clumped together owing to the strong magnetic field. As a result, the osmotic pressure of draw solutions reduced after regeneration and so did the yield of fresh water. Ling and Chung demonstrated that the use of an ultrafiltration (UF) process can eliminate the magnetic field induced agglomeration [88]. To enhance the separation efficiency of nanoparticles from water and minimize the loss of nanoparticles during the UF recycle process, Ling et al. designed the nanoparticles comprising an outer layer of a temperature sensitive amphiphilic polymer [89]. Below 34 8C, the
nanoparticles performed as draw solutes because of strong hydrogen bonding interactions with water, while above 37 8C, the nanoparticles clumped together as hydrophobic globules, making them easier to be captured by means of UF. Recently, a series of novel draw solutes based on polyelectrolytes of PAA-Na salts were developed by Ge et al. [90]. The characteristics of high solubility in water and flexibility in structural configuration enable this type of draw solutes to generate high water fluxes yet with insignificant reverse salt fluxes in the FO process. These unique properties not only ensure high efficiency in water reclamation and high quality in water product, but also lower the replenishment cost of draw solutes. In addition, PAA-Na salts have good stability and show repeatable performance after many recycles. Figure 7 shows some common draw solutes and preparation of poly(acrylic acid sodium) (PAA-Na).
Integrated systems for clean water production and draw solute regeneration Sustainable integrated systems for water production and draw solute recycle must be developed in order to successfully market FO technologies. For seawater desalination, researchers have proposed the integration of FO and RO/NF processes for draw solute recovery and clean water production [91–93]. They are technically feasible but economically and industrially unpractical because of high energy costs to operate RO and NF for draw solute recycles. If waste heat or cold energy is available, an integrated FO–MD (forward osmosis–membrane distillation) system (as shown in Figure 8(a)) is a promising process for seawater desalination [94]. The ‘cold energy’
Figure 6
Feed (seawater)
Concentrated draw solution
Draw solution regeneration Magnetic field N
S
FO membrane Product water Magnetic nano-particles recycled back to FO
Concentrated brine
Diluted draw solution Current Opinion in Chemical Engineering
Schematic diagram of water soluble magnetic nano-particles draw solutes for FO processes. Current Opinion in Chemical Engineering 2012, 1:246–257
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Current forward osmosis technology development Chung et al. 253
Figure 7
(a)
Na+ Cl–
CH2OH O
CH2OH
OH
O
OH
Mg2+ Cl2–
O
OH OH
NH4HCO3 or NH3/CO2 Salts
CH2OH OH
Magnetic nanoparticles
Sucrose
(b)
H
H
C
C
H
NaOH
H
C
C
H
C O
H
C O
OH
O- Na+ n
n PAA
PAA-Na Current Opinion in Chemical Engineering
(a) Some common draw solutes and (b) preparation of poly(acrylic acid sodium) (PAA-Na).
refers to the heat absorption effect from the ambient surrounding when liquefied natural gas (LNG) is regasified at the LNG terminals [95]. However, the provision of low-cost waste heat for MD is the pre-condition for the success of the integrated FO–MD process [96,97]. By using highly hydrophilic nano-particles as draw solutes, one may minimize the fouling issues including scaling and crystallization in MD. Several attempts have
been made. Yen et al. [98] and Wang et al. [99] were one of the firsts demonstrating the FO–MD process for water reuse and protein enrichment applications, respectively. Su et al. extended their works by using a novel CAP polymer as the FO membrane material and 0.5 M MgCl2 as the draw solution for wastewater reclamation [100], while Ge et al. developed a polyelectrolyte-promoted FO–MD hybrid system for the recycle of wastewater
Figure 8
(a)
FO
(b)
MD
FO
RO
Draw solution feed solution
Feed
Draw solution
Draw solution
Draw solution
MD
Clean water
feed solution
Draw solution
Clean water
Feed Current Opinion in Chemical Engineering
Integrated (a) FO–MD and (b) FO–RO systems to regenerate the draw solution and produce water. www.sciencedirect.com
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254 Energy and environmental engineering
and an acid dye [101]. High performance home-made polyvinylidene fluoride (PVDF) membranes [102–104] were used in their studies to recycle draw solute and produce product water. Many useful design principles and membrane modifications for MD can be found elsewhere [105–107]. However, to the best of our knowledge, no demonstration of FO–MD process is available for seawater desalination. This is owing to the fact that we still lack (1) high performance FO membranes with high fluxes and high salt rejections; and (2) cost effective draw solutes with high osmotic pressures and minimal reverse fluxes. For water reuse, FO–UF, FO–NF, FO–MD and FO–RO integrated systems may have great potential depending on the quality of feed solutions, physicochemical properties of draw solutions, and applications [63,99,100,101,108,109]. UF is the most preferred because it is a well-established low energy filtration process compared to RO and NF [110]. In addition, various types of UF membranes and modules are commercially available. As a result, the overall system development and operation cost for FO–UF are easier and more affordable compared to other integrated systems. On the contrary, if waste but clean RO retentate is employed as the draw solute, a FO–RO integrated system (as shown in Figure 8(b)) is recommended to remove mono-valent ions. A combined system comprising FO, UF and magnetic separators may be also a good choice for water reuse. However, most existing magnetic separators possess high magnetic fields because they are designed for other purposes. To avoid particle aggregation, tailored magnetic separators with tunable magnetic strengths are needed to recycle different magnetic nanoparticles in the FO process.
Conclusion It took about 40 years (from about 1960 to about 2000) for RO to surpass thermal multi-effect evaporation technologies as the dominant technology in seawater desalination. Technology evolutions on both RO membranes and process design have been continuously taking place to increase membrane performance and achieve better energy efficiency and mitigate fouling. Similarly, FO technologies may appear promising but are still in the infancy stage. Time and more R & D efforts are needed in order to have significant breakthroughs on FO membranes, draw solutes and their regeneration methods so that the FO technologies can compete effectively with the well-established RO technologies for seawater desalination. Commercialization of FO for fertigation appears promising, while cost effective and easily recyclable draw solutes must be found for water reuse. The use of RO retentate as the draw solute for water reuse may lower the operation cost and bring FO closer to commercialization. A successful integration of osmotic power generation and RO desalination plants will entirely revolutionize the future power and desalination industries. However, Current Opinion in Chemical Engineering 2012, 1:246–257
membrane scientists must overcome the challenges to design high flux FO membranes with extremely robust mechanical properties to withstand the operating pressure in the high pressure PRO process. Encouragingly, a few breakthroughs on high flux and high strength FO membranes, draw solutes with high osmotic pressures, and advanced integrated systems for water production and draw solute recycle have been recently demonstrated.
Acknowledgements This research was funded by the Singapore National Research Foundation under its Competitive Research Program for the project entitled, ‘‘Advanced FO Membranes and Membrane Systems for Wastewater Treatment, Water Reuse and Seawater Desalination’’ (grant numbers: R279-000-336-281 and R-279-000-339-281). The authors also thank Miss Sui Zhang, Dr. Jincai Su, Dr. Natalia Widjojo, Miss Sicong Chen, Miss Yue Cui for their help and suggestions. Special thanks are due to BASF, Eastman Chemicals and Mitsui Chemicals for their financial supports as well as Prof. Donald R. Paul, University of Texas at Austin, Dr. J.J. Qin, Public Utilities Board (PUB, Singapore), Prof. D. Bhattacharyya, University of Kentucky, Dr. Subhas Sikdar, National Risk Management Research Laboratory, US EPA, Prof. Gary Amy, KAUST as well as the editorial team of COCHE (Prof. Sirkar and Prof. Agrawal) for their valuable suggestions.
References and recommended reading Papers of particular interest, published within the period of review, have been highlighted as: of special interest of outstanding interest 1.
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2. Crow JM: Keeping the tap on. Chem World 2012, 9:44-47. This short article gives a very concise summary of the recent development in draw solutes and membrane based water purification technologies. 3.
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4.
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5.
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6.
Chung TS, Zhang S, Wang KY, Su JC, Ling MM: Forward osmosis processes: yesterday, today and tomorrow. Desalination 2012, 287:78-81. Readers who are not familiar with forward osmosis processes may refer to this paper for basic knowledge, a general summary of past literatures in the relevant field and also some perspectives for the future of forward osmosis. 7.
McGinnis RL, Elimelech M: Global challenges in energy and water supply: the promise of engineered osmosis. Environ Sci Technol 2008, 42:8625-8629.
8.
Zhao S, Zou L, Tang CY, Mulcahy D: Recent developments in forward osmosis: opportunities and challenges. J Membr Sci 2012, 396:1-21. This paper is suitable for readers who are new to forward osmosis. This is one of the most updated FO review papers. 9.
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