polyethylene glycol-400 composite membranes for reverse osmosis

polyethylene glycol-400 composite membranes for reverse osmosis

Accepted Manuscript Title: Fabrication of tethered carbon nanotubes in cellulose acetate/polyethylene glycol-400 composite membranes for reverse osmos...

2MB Sizes 0 Downloads 133 Views

Accepted Manuscript Title: Fabrication of tethered carbon nanotubes in cellulose acetate/polyethylene glycol-400 composite membranes for reverse osmosis Author: Aneela Sabir Muhammad Shafiq Atif Islam Afsheen Sarwar Muhammad Rizwan Dilshad Amir Shafeeq Muhammad Taqi Zahid Butt Tahir Jamil PII: DOI: Reference:

S0144-8617(15)00542-1 http://dx.doi.org/doi:10.1016/j.carbpol.2015.06.035 CARP 10024

To appear in: Received date: Revised date: Accepted date:

7-4-2015 10-6-2015 11-6-2015

Please cite this article as: http://dx.doi.org/10.1016/j.carbpol.2015.06.035 This is a PDF file of an unedited manuscript that has been accepted for publication. As a service to our customers we are providing this early version of the manuscript. The manuscript will undergo copyediting, typesetting, and review of the resulting proof before it is published in its final form. Please note that during the production process errors may be discovered which could affect the content, and all legal disclaimers that apply to the journal pertain.

1

Highlights  Surface Engineered-Multiwall CarbonNanoTubes (SE-MWCNT) made by dissolution casting

4 5

 SEM micrographs of PM/SE-MWCNTs showed uniform dispersed dense structured membranes

6

 PM/SE-MWCNTs composite membranes improved salt rejection properties up to 99.8%

7 8

 Thermal properties augmented PM/SE-MWCNTs composite membrane compared to PM membrane

us

cr

ip t

2 3

9

Ac ce p

te

d

M

an

10

1

Page 1 of 41

Fabrication of tethered carbon nanotubes in cellulose acetate/polyethylene

11

glycol-400 composite membranes for reverse osmosis

12

Aneela Sabir1, Muhammad Shafiq1, Atif Islam1, Afsheen Sarwar1, Muhammad Rizwan

13

Dilshad2, Amir Shafeeq2, Muhammad Taqi Zahid Butt3, Tahir Jamil 1

2

us

Pakistan.

15

Institute of Chemical Engineering and Technology (ICET), University of the Punjab, Lahore, 54590 Pakistan.

17 18

3

19

Abstract

an

16

Department of Polymer Engineering and Technology, University of the Punjab, Lahore, 54590

cr

1

Faculty of Engineering and Technology, University of the Punjab, Lahore, 54590 Pakistan.

M

14

ip t

10

In this study pristine multi-walled carbon nanotubes (MWCNTs) were surface engineered (SE)

21

in strong acidic medium by oxidation purification method to form SE-MWCNT. Five different

22

amount of SE-MWCNT ranging from 0.1- 0.5wt% were thoroughly and uniformly dispersed in

23

cellulose acetate/polyethylene glycol (CA/PEG400) polymer matrix during synthesis of

24

membrane by dissolution casting method. The structural analysis, surface morphology and

25

roughness was carried out by Fourier transform infrared spectroscopy (FTIR), scanning electron

26

microscopy (SEM), and atomic force microscopy (AFM) respectively which showed that the

27

dispersed SE-MWCNT was substantially tethered in CA/PEG400 polymer matrix membrane.

28

The thermogravimetric analysis (TGA) of membranes also suggested some improvement in

29

thermal properties with the addition of SE-MWCNT. Finally, the performance of these

30

membranes was assessed for suitability in drinking water treatment. The permeation flux and

Ac ce p

te

d

20



Corresponding author: Aneela Sabir; Email: [email protected], Phone: +92 322 4569 950 2

Page 2 of 41

salt rejection were determined by using indigenously fabricated reverse osmosis pilot plant with

32

1000ppm NaCl feed solution. The results showed that the tethered SE-MWCNT/CA/PEG400

33

polymer matrix membrane, with strong SE-MWCNTs /polymer matrix interaction, improved

34

the salt rejection performance of the membrane with the salt rejection of 99.8% for the highest

35

content of SE-MWCNT.

ip t

31

Keywords

37

Polymer matrix membrane, Surface Engineered Multiwalled carbon nanotubes, Tethering,

38

Water purification.

39

1. Introduction

an

us

cr

36

The availability of portable and hygienic drinking water is continuously depleting throughout the

41

world. Major initiatives are underway to find viable scientific and engineering solutions to

42

enhance supply of portable water via recycling, conservation and desalination processes (Glater

43

1998).These processes are currently in use to mitigate the risk of water shortage. In past,

44

desalination has been pursued by converting non-portable high saline sources (brackish and

45

seawater) to fresh drinkable water. Nowadays, state-of-the-art systems for desalination are in

46

practice. Most recently, reverse osmosis (RO) membranes are grabbing attention in scientific

47

community (Xu, Chang et al. 2010).

48

The renewable, biodegradable and eco-friendly natural polymers have gathered much attention in

49

recent years regarding membrane technology. Cellulose acetate (CA) is a kind of natural

50

thermoplastic polymer produced via esterification of wood, cotton, recycled paper and bagasse

51

(Sassi and Chanzy 1995; Chandure, Bhusari et al. 2014). CA has the potential tendency for

52

water permeation and salt rejection properties (He, Zhang et al. 2009). CA improved the

Ac ce p

te

d

M

40

3

Page 3 of 41

membrane performance, permeability and permselectivity when incorporated in other polymers

54

like poly (vinyl pyrolidone), poly (vinyl alcohol) poly (ethylene glycol), poly (amide) etc., as

55

compared to pristine polymer (Qin, Li et al. 2003; Saljoughi, Sadrzadeh et al. 2009).

56

Polyethylene glycol (PEG) can render the hydrophilicity and thermal stability in the membranes

57

(Ahumada, Delgado et al. 2012; Zhou, Fu et al. 2014). PEG 400 has low toxicity, which makes it

58

an ideal additive for use in water purification industry and is being used in a variety of

59

biotechnological and biochemical processes (Zavastin, Cretescu et al. 2010). Many studies have

60

shown that the incorporation of additives like silica (SiO2), titania (TiO2), alumina (Al2O3),

61

zirconia (ZrO2) and carbon nanotubes (CNTs) to polymer matrix can effectively improve the

62

thermal stability and mechanical strength of the membranes (Wara, Francis et al. 1995; Castro,

63

Cohen et al. 1996; Kalra, Garde et al. 2003; Yang, Zhang et al. 2007). The chemical modification

64

of polymers with various additives can improve the diffusive, hydrophilic and the salt water

65

purification capacity of the membranes (Haddada, Ferjani et al. 2004; Sivakumar, Mohan et al.

66

2006).

67

Among different additives, CNTs have gathered a considerable attention as nanofiller in

68

desalination. It has also an ideal reinforcement capabilities due to its exceptionally unique

69

thermal, mechanical and permeation properties. An exclusively dispersed CNTs provide

70

enhanced interfacial adhesion between polymer chains (Hummer, Rasaiah et al. 2001; Joseph

71

and Aluru 2008 ; El Badawi, Ramadan et al. 2014). Many studies have been reported where

72

CNTs were blended with other polymers like aromatic polyamides (PA), chitosan, polysulfone

73

(PS), and polyacrylonitrile (PAN) for water filtration applications (Choi, Jegal et al. 2006; Tang,

74

Zhang et al. 2009; Shawky, Chae et al. 2011).

Ac ce p

te

d

M

an

us

cr

ip t

53

4

Page 4 of 41

75

Shawky et al. (2011) synthesized aromatic polyamide/MWCNT nanocomposite membranes with

76

different concentration of MWCNTs by a polymer grafting process. The data showed a decrease

77

in the membrane permeability with the increase in CNTs concentration whereas the salt rejection

78

increased to 76 %.

79

MWCNTs and PA network structure, due to strong interaction between MWCNTs and polymer

80

matrix (Shawky, Chae et al. 2011). Tang et al. (2009) blended chitosan with different loadings

81

of CNT for membrane synthesis and measured pure water flux. The performance of membranes

82

showed that the water flux was 4.6 times more than the pristine chitosan membrane (Tang,

83

Zhang et al. 2009). Choi et al. (2006) prepared PS/CNT membranes by phase inversion method

84

and showed that the final water flux was directly proportional to the increase in CNTs weight

85

percentage. The reason behind this behavior was the increase in the hydrophilicity of the

86

membrane which increased up to the threshold level by loading1.5wt% of CNTs. However, with

87

more CNT concentration, the pore size decreased but the permeation flux increased. (Choi, Jegal

88

et al. 2006). The hydrophilic nature of the membrane due to the presence of CNTs, which

89

increases the water flux, has also been studied by Majeed et al. (2012). In the synthesized

90

PAN/CNTs ultrafiltration membrane (UF), pure water flux increased by the addition of 0.5wt%

91

carbon nanotubes (Majeed, Fierro et al. 2012).

92

In this work, we delineated the synthesis of polymeric matrix based on CA/PEG400 which has

93

been tethered with surface engineered carbon nanotubes. Indigenously lab scale fabricated RO

94

plant was intended to assess the permeation flux and salt rejection. The structural analysis,

95

thermal stability, morphology and surface roughness of the synthesized membranes were

96

measured by Fourier transform infrared spectroscopy, thermogravimetric analysis, scanning

97

electron microscopy and atomic force microscopy, respectively.

Ac ce p

te

d

M

an

us

cr

ip t

These results were explained in terms of structural compactness, creating

5

Page 5 of 41

98

2. Experimental

99

2.1 Materials Analytical grade cellulose acetate (CA) with 39.7% acetyl content was obtained from Fluka

101

(USA). Pristine Multi-walled carbon nanotubes (MWCNTs) of around 20-40 nm diameter, inner

102

diameter of 15 nm and >90 % purity were manufactured by CNME International Co. Ltd.

103

Sulphuric acid (H2SO4) (> 95%) and nitric acid (HNO3) (65-70%) were purchased from BDH

104

Chemicals Ltd. Polyethylene glycol (PEG 400) and N, N-dimethyl formamide (DMF) (99%)

105

were obtained from Fluka and Riedel-de Haȅn, respectively. All the chemicals were used without

106

further purification.

107

2.2 Synthesis of polymer matrix membranes tethered with SE- MWCNTs

108

2.2.1 Preparation of SE- MWCNTs by oxidation purification in strong acid medium

109

Pristine MWCNTs were first surface engineered by oxidation purification in a concentrated

110

H2SO4/HNO3 (3:1 v/v) acidic medium as the oxidant to enhance their dispersion to prepare

111

MWNT-COOH within the polymer matrix solution. In a 1L flask equipped with a condenser,

112

pristine MWNTs (3.0 g) with H2SO4/HNO3 were added and stirred vigorously. The flask was

113

then subjected to ultrasonic bath under vibrations (40 kHz) for 12 h at 140 ̊C. After cooling to

114

room temperature, the reaction mixture was diluted with 500 mL of deionized water and then

115

filtered in vacuum through a filter paper (Fisher). The solid was dispersed in 500 mL of water

116

and filtered again, and then 300 mL of water was used to wash the filter cake several times.

117

The dispersion, filtering, and washing steps were repeated until the pH of the filtrate reached 7.0

118

(at least five cycles were required). The filtrate as then washed with 250 mL of acetone five

Ac ce p

te

d

M

an

us

cr

ip t

100

6

Page 6 of 41

times to remove most of the water from the sample and dried under vacuum for 24 h at 60 ̊C,

120

giving 2.1 g (~70% yield) of MWNT-COOH. The prepared SE-MWCNTs are shown in Scheme

121

I.

an

us

cr

ip t

119

M

122

2.2.2 Synthesis of CA/PEG400 polymer matrix membrane

124

Six different concentrations of polymer matrix solutions of CA/PEG400 were synthesized using

125

dissolution casting method. 10 g of CA was dissolved in 100 mL of DMF solvent with

126

continuous stirring at 70 ̊C for 6 h. The varying blend composition (w/w) of CA/PEG400 (50/50,

127

60/40, 70/30 and 80/20) were prepared and labeled as shown in Table 1. The solutions were

128

cooled at room temperature for 1 h in an air tight condition. Step 1 in Scheme II shows possible

129

interaction between CA and PEG400.

Ac ce p

te

d

123

7

Page 7 of 41

130

Table 1

131

Effect of concentration CA/PEG400 at 4 bar on membrane hydraulic resistance (Rm),

132

permeation flux and salt rejection.

Rm

Salt Rejection

(L/m2.h)

(%)

0.42

76

0.51

68

0.83

62

1.21

54

0.0128

80/20

PM 1

0.0115

70/30

PM 2

0.0102

60/40

PM 3

0.0100

us

PM

M

(bar/ m2.h)

50/50

te

d

133

Permeation Flux

ip t

CA/PEG400

cr

Type

Hydraulic resistance

an

Membrane

2.2.3 Tethering SE-MWCNTs with polymer matrix

135

CA/PEG400 composition of 80/20 was selected, for tethering with SE-MWCNTs, on the basis of

136

maximum salt rejection (76%) compared to other polymer matrix membranes as shown in Table

137

1. Step 2 in Scheme II depicts the interaction between PM chains with modified SE-MWCNTs

138

(0.1-0.5 wt%). The samples were subjected under ultrasonic vibration for 12 h at 65 ̊C. The PM

139

tethered with SE-MWCNTs was labeled as PM-CNTs.

140

2.2.4 Membrane Casting

141

Finally, Step 3 in Scheme II showed the interaction of PM-CNTs. To maintain uniform thickness

142

of the membrane on a clean dried glass plate, a doctor’s blade was used. The solvent was

Ac ce p

134

8

Page 8 of 41

removed by placing PM-CNTs membrane in an oven at 60 ̊C. PM-CNTs were dried for 12 h in

144

vacuum oven and removed from the glass plates with membrane thickness ranging from 25-35

145

µm, as measured by screw gauge.

ip t

143

Ac ce p

te

d

M

an

us

cr

146

147

9

Page 9 of 41

3. Characterization of Membranes

149

3.1 Fourier transform infrared spectroscopy

150

FTIR spectra of PM-CNTs were logged by IR Prestige-21 (Shimadzu) using attenuated total

151

reflectance (ATR) with ZnSe crystal. The air background of the instrument was run before each

152

test of the membrane. The wavenumber range was persistent from 4000-600 cm-1 at 120 scans

153

per spectrum.

154

3.2 Thermogravimetric analysis

155

The thermogravimetric analysis (TGA) measurements of the PM-CNTs were conducted using

156

Mettler Toledo, TGA/SDTA851e instrument. It was carried out from ambient temperature to

157

1200 ̊C at a ramp rate of 20 ̊C/ min under nitrogen flow (15 mL/min).

158

3.3 Scanning electron microscopy

159

Scanning electron micrographs of PM-CNTs were obtained using JEOL (JSM-6480LV)

160

microscope to analyze the morphology of the membranes at different magnifications. The PM-

161

CNTs were examined on a carbon conductive tape as its more significant compared to many of

162

the other common adhesives that have been used in SEM mounting. The low vacuum mode was

163

used to operate PM-CNTs at 20 kV.

164

3.4 Atomic force microscope

165

The topographical images were obtained using scanning probe microscope (SPM 9500J3,

166

Shimadzu) with tapping mode at room temperature. The scanning area was 5 μm2. The values of

167

root mean square (RMS) roughness were derived from AFM images, which were obtained from

168

the average values measured in random areas. The topography of membrane expressed in terms

Ac ce p

te

d

M

an

us

cr

ip t

148

10

Page 10 of 41

of various roughness parameters like mean roughness (Ra) which represents the mean value of

170

the surface relative to the center plane. The volumes enclosed by the image above and below this

171

plane are equal. It is calculated by Equation 1.

ip t

169

(1)

172

Where

shows surface relative to the center of plane while Lx and Ly denotes the

174

dimensions of surface in x and y directions, respectively.

175

However, the root mean square average (RMS) of the measured height deviations from the mean

176

surface taken within the area evaluation and calculated by Equation 2.

M

1/2

177

an

us

cr

173

(2)

3.6 Water content

179

The membranes were kept for 48 h in oven under vacuum at 70 ºC for drying (Ahumada,

180

Delgado et al. 2012). Dried PM-CNTs (1 g) were placed in a vial filled with distilled water (100

181

mL) and the vials were set at room temperature. The water content (%) of the membranes was

182

attained after 24 h by Equation 3.

Ac ce p

te

d

178

183

(3)

184

Whereas, WC stands for water content, WS for wet sample weight and DS for dried sample

185

weight.

186

3.7 Membrane hydraulic resistance (Rm)

11

Page 11 of 41

187

It defines the membrane tolerance towards hydraulic pressure. It can be calculated using

188

Equation 4 [15].

(4)

ip t

189

3.8 Reverse osmosis performance test

191

The RO experiments were employed on the plate and frame membrane module as revealed in

192

Fig.1 (process flow diagram) [2]. NaCl (1000 ppm) solution in water was used as a feed of

193

known conductance. The effective area of membrane in contact with the continuous feed flow

194

was 154 cm2. Permeate was collected for 12 h in a continuous RO membrane unit operation. The

195

provided feed tank capacity was 25 L and feed inlet along with circulation pump of 1 KW

196

followed by rotameter.RO performance tests of the membranes were evaluated on the basis of

197

salt rejection SR (%) and permeation flux (L/m2.h) using Equations 5 and 6. Permeate and

198

retentate were collected during operation from their respective sampling points. The pressure

199

range during the process was varied from 0.5- 4 bar. The conductance of the feed and permeate

200

acquired by using Cyber Scan Waterproof PC 300 Series (EUTECH).

202

203

us

an

M

d

te

Ac ce p

201

cr

190

(5)

(6)

12

Page 12 of 41

ip t cr us an M d te Ac ce p

204 205

4. Results and Discussion

206

4.1 Fourier transform infrared spectroscopy (FTIR)

207

The FTIR spectrum of PM compared with that of PM-CNTs and emergence of functional groups

208

on acid treated MWCNTs which illustrated the functional group analysis of the membranes is

209

shown in Fig. 2. In case of PM membranes, the band at 3425-3464 cm-1 (–OH stretching

210

vibration), weak band at 2924 cm-1 (-C-H stretching), 1737 cm-1 (-C=O stretching), (Costa-

211

Júnior, Barbosa-Stancioli et al. 2009; Salihu, Goswami et al. 2012),1431 cm-1 (-C-H bending)

212

followed by bands at 1371 and 1224 cm-1 were described by the rocking and wagging mode of -

13

Page 13 of 41

C-H bond. The existence of adsorption band at 1036 cm-1 was attributed to -C-O (acyclic)

214

stretching vibrations (Xing and Ho 2009; Zavastin, Cretescu et al. 2010; Atif Islam 2012; Feng,

215

Ren et al. 2013; Worthley, Constantopoulos et al. 2013) while weak band at 906 and 1155cm-1

216

confirmed the presence of pyranose ring and saccharine structure (Atif Islam 2012, Atieh,

217

Bakather et al. 2011, Costa-Júnior, Barbosa-Stancioli et al. 2009).

218

Furthermore, FTIR spectra of PM-CNTs membranes with different concentrations of SE-

219

MWCNTs (0.1-0.5 wt %) are shown in Fig. 2. The specific bands owing to created functional

220

groups were detected on MWCNTs. The acid treated MWCNTs exhibits bands having hydroxyl

221

(-OH) and carbonyl (-C=O) groups. This confirmed that carbonyl and hydroxyl functional

222

groups were introduced on the CNTs. The observed feature at 3425-3464 cm-1 was associated

223

with the -OH stretching vibrations from the inter-molecular hydrogen bonds (Scheme II) (Costa-

224

Júnior, Barbosa-Stancioli et al. 2009) that tend to weaken the force constant and moving the

225

absorbance to lower energy (lower wave number). The carbonyl group was also shifted slightly

226

towards lower wavenumber (1738 to 1734 cm-1) due hydrogen bonding (Scheme II) which

227

proposes interactions between –COOH functional groups of MCWT-COOH and -C=O groups of

228

CA (Zeeshan and Gopiraman 2013).

cr

us

an

M

d

te

Ac ce p

229

ip t

213

14

Page 14 of 41

ip t cr us an M d te

230

4.2. Thermogravimetric analysis (TGA)

232

The thermal stability of PM and PM-CNTs (0.1-0.5 wt%) were accomplished in three steps

233

shown in Fig. 3. In the first step, for PM, the removal of moisture and also dehydration was

234

observed at about 30-280 ̊C up to weight loss of 4.63%. The second step ranges from 280-450 ̊C

235

was the major degradation of the polymer backbone with weight loss of about 90.78% which was

236

probably due to main thermal decomposition of CA chains. In the final stage, almost constant

237

thermal profile was observed from 450-1200 ̊C due to carbonization of the degraded product to

238

ash. This TGA profile indicated that PM membrane could highly be unstable at high temperature.

Ac ce p

231

15

Page 15 of 41

Thermograms of PM-CNTs (0.1-0.5wt %) showed similar steps which involves the

240

decomposition from 30-280 ̊C with weight loss of 3.3-4.4% which was attributed to moisture

241

removal, dehydration and loss of bound water. The second step showed onset of polymer

242

degradation from 250 ̊C (Shieh and Chung 1998; Lucena, V. de Alencar et al. 2003) with weight

243

loss of about 92.5-92.62% up to offset temperature of 450 ̊C. The final step indicated the

244

temperature range from 450-1200 ̊C showing carbonization of the thermally decomposed product

245

to ash (Chatterjee and Conrad 1968). The experimental data showed that 30 percent weight

246

losses for PM, PM-CNT1 and PM-CNT5 were occurred at 338, 353 and 372 ̊C, respectively.

247

Similarly, 80 percent weight losses for PM, PM-CNT1 and PM-CNT5 were observed at 383, 385

248

and 407 ̊C, respectively. This confirmed that the experiential TGA curve of PM-CNT5 was

249

thermally stable as compared to the other PM-CNTs exhibiting the improvement in the thermal

250

properties with the addition of CNTs. The percentage residue left for the PM and PM-CNTs are

251

also shown in Fig.3.

253 254 255 256 257

cr

us

an

M

d te

Ac ce p

252

ip t

239

16

Page 16 of 41

ip t cr us an 261 262 263 264

d

M 260

te

259

Ac ce p

258

265 266 267 268

17

Page 17 of 41

269

Table 2

270

Sample name hydraulic resistance (Rm) and roughness values of with and without SE-MWCNTs (0.1-0.5

271

wt%) tethered polymer matrix

272

Average

Square average roughness roughness

Root mean square roughness

Weight Fraction of SEMWCNTs loading (wt%)

(bar/m2.h)

(%)

Ra (nm)

Ry (nm)

PM

0

0.0128

78.1

18.17

115.60

76.64

22.27

PM-CNT 1

0.1

0.0123

80.8

19.21

240.47

115.90

24.913

PM-CNT 2

0.2

0.0127

83.2

30.83

310.21

146.75

38.801

PM-CNT 3

0.3

0.0134

88.4

34.16

332.06

161.88

43.673

PM-CNT 4

0.4

0.0145

90.1

17.61

192.80

93.98

22.045

PM-CNT 5

0.5

0.0156

92.2

21.80

210.07

102.08

27.071

te

d

M

an

us

Rm

Mean depth

ip t

Water Content

Rz (nm)

cr

Hydraulic resistance

Rms (nm)

Ac ce p

Membrane Sample

273

4.3 Scanning electron microscopy (SEM)

274

Scanning electron microscopy technique was used for the characterization of PM and PM-CNTs

275

as shown in Fig. 4. Membranes employed for examination provide the information of surface

276

morphology (Zavastin, Cretescu et al. 2010). The membrane is dense and it has even and smooth

277

surface. This indicated that PEG400 was homogeneously mixed with CA due to capability of

278

two polymers interacting mutually through hydrogen bonding between –OH and -C=O groups

279

(Yang, Zhang et al. 1999). By tethering different amount of SE-MWCNTs (0.1–0.5 wt%),

280

surface morphology were changed significantly and SE-MWCNTs were well and uniformly 18

Page 18 of 41

distributed in the PM. During high SE-MWCNTs tethering i.e. PM-CNT5 (Fig. 4 a,b) as shown

282

in Fig 4, were found to form their aggregates and agglomeration to some extent in the composite

283

membranes and were not dispersed well in the membrane because of the van der Waals

284

interaction between the neighboring SE-MWCNTs (Li, Kim et al. 2010).

Ac ce p

285

te

d

M

an

us

cr

ip t

281

286

4.4 Atomic force microscope (AFM)

287

The tethering of the SE-MWCNTs on the polymer matrix was confirmed from AFM

288

complementing SEM. Samples of membrane were employed for examination to provide the

289

information of surface topography and roughness. The bright regions signify the highest points

290

or nodules of membrane surface whereas the darker regions signify the depressions as shown in

291

Fig. 5. The descriptions showed that surface roughness was increased with an increase in the

292

concentrations of SE-MWCNTs upto 0.3 wt% in the membranes. Whereas, the decline in

293

roughness parameters were observed when the concentration of SE-MWCNTs was increased 19

Page 19 of 41

upto 0.4 wt% i.e. PM-CNT4 as shown in Table 2. This decrease owed to the low electrostatic

295

interactions between SE-MWCNTs and the polymer matrix (Vatanpour, Madaeni et al.

296

2011).Thus, the MWCNTs were frequently positioned, giving rise to smooth surface (Qiu, Wu et

297

al. 2009). However, with high SE-MWCNT concentrations PM-CNT5 (0.5 wt%), again an

298

increase in roughness parameters and non-uniform surface was observed due to agglomeration of

299

SE-MWCNT (Phao, Nxumalo et al. 2013).

us

cr

ip t

294

Ac ce p

te

d

M

an

300

301

4.5 Water content

302

The water content % of the membrane exhibited the hydrophilic nature of the membrane

303

(Sivakumar, Mohan et al. 2006). Equation 3 was used to calculate the WC for PM i.e. 78.1 % as

304

shown in Table 2 above. In case of PM-CNT1, the water content % showed the value of 80.8 %.

20

Page 20 of 41

When SE-MWCNTs contents reached to 0.5 wt% i.e. PM-CNT5, the water content % was

306

increased up to 92.2 %. Similar increase in water content % was shown in which Pluronic (F127)

307

was added in the CA membranes (Lv, Su et al. 2007). The reason acclaimed to the absorbance of

308

water in the membranes was the hydrophilic nature of SE-MWCNTs

309

4.6 Hydraulic resistance

310

Membrane hydraulic resistance (Rm) controls the resistance when pressure is applied to the

311

membrane. The linear proportionality of permeation flux to the applied pressure is directly

312

proportional to the transport resistance. Equation 4 was used for evaluating the hydraulic

313

membrane resistance. The permeation flux was calculated by varying the transmembrane

314

pressure from 0.5 to 4.0 bar. It is evident from Table 1 that Rm is directly proportional to the

315

extent of CA present in the membrane.

316

The polymer matrix membrane with highest content of cellulose acetate i.e. PM offers maximum

317

hydraulic resistance compared to those which have greater PEG. PM offers resistance of 0.0128

318

bar/m2.h while PM3 shows minimum resistance of 0.01 bar/m2.h. The PM with greater Rm

319

entails more amount of cellulose acetate and it comes up with stable dense membrane

320

(Arthanareeswaran, Sriyamuna Devi et al. 2008; Arthanareeswaran, Sriyamuna Devi et al. 2009).

321

The formation of dense membrane formation is also evident from the SEM images shown in PM

322

of Fig. 4. When the quantity of PEG400 was increased, the formation of porogen in membranes

323

was increased as depicted in cross sectional view of membranes. These pores gave extended free

324

volume and as a result Rm was reduced (Sivakumar, Mohan et al. 2006).

325

The Rm values for tethered PM-CNTs are given in Table 2 which shows a steady increase in

326

SE-MWCNTs. The improved interaction in the PM-CNTs was due to the segmental gaps in the

Ac ce p

te

d

M

an

us

cr

ip t

305

21

Page 21 of 41

membranes which exhibited a decline with increase in Rm. Values in Table 2 showed the

328

comparison in Rm values of PM with PM-CNTs. It was observed that PM-CNTs have enhanced

329

Rm. The reason attributed to this enhanced resistance was due to the development of electrostatic

330

interaction between the polymer chains.

331

4.7 Reverse osmosis performance test

332

4.7.1Transport properties of membranes

333

The salt water feed 1000 ppm NaCl in water with pH=7.4 i.e. slightly alkaline was pumped into a

334

vessel in indigenously fabricated RO pilot plant. The pressure was varied from 0.5- 4.0 bar when

335

25 L/h (feed flow rate) was applied.

336

Table 1 shows the permeation flux and salt rejection of polymer matrix membranes which

337

exhibited that PM3 membrane has maximum permeation flux of 1.21 (L/m2.h) while it has

338

minimum salt rejection capacity of 54%. As the CA content was increased, the flux slightly

339

decreased while capacity of salt rejection increased remarkably. PM membrane showed 76 % salt

340

rejection and its flux was 0.42 (L/m2.h) with maximum CA and minimum PEG400 content.

341

The transport through reverse osmosis membrane was described in terms of diffusive flow in

342

which separation occurs in membrane when both solute and solvent permeate by solution and

343

diffusion process. The transport mechanism was best elucidated on the basis of solution-

344

diffusion model. According to this model, three steps occur in transport process within

345

membrane i.e. sorption at the surface of membrane, diffusion into dense membrane under

346

pressure and then desorption. The hydrophilic nature of PEG400 acts as driving force for

347

sorption of water on membrane (Lonsdale, Merten et al. 1965; Burghoff, Lee et al. 1980; Mazid

Ac ce p

te

d

M

an

us

cr

ip t

327

22

Page 22 of 41

1984).Salt removal was increased due to the desalting nature of CA (Malaisamy, Mahendran et

349

al. 2002).

350

Furthermore, salt rejection occurred on the basis of electrostatic repulsion known as Donnon

351

Effect (Lonsdale, Merten et al. 1965).The ions excluded by the Columbic Forces which arise

352

from the charges residing on the surface of membrane. CA showed desalting property and

353

improves the salt rejection efficiency which was the reason behind the maximum salt rejection

354

ability of PM.

355

PEG400 depicted the hydrophilic nature and act as porogen (Burghoff, Lee et al. 1980). PM 3

356

(polymer matrix membrane) had maximum quantity of PEG400 giving more water flux but at the

357

same time showed salt rejection compromised. This may be attributed to the formation of

358

porogen (Malaisamy, Mahendran et al. 2002) on membrane which allows the passage of salt

359

along with water, resulting in the maximum flux and minimum salt rejection. Greater the

360

PEG400 content, higher will be the flux. The diffusion rate of water was accelerated by the

361

presence of PEG400 due to its hydrophilic nature. PEG400 proliferate the tendency of porogen

362

and as a consequence permeation flux was increased (Kurokawa and Ueno 1982). Whereas,

363

when salt rejection efficiency of membrane was optimum, the salt passage % reduced depending

364

upon the concentration of CA/PEG400.

365

On the basis of salt rejection, PM polymer matrix membrane was selected for tethering of SE-

366

MWCNTs. After tethering, these PM-CNTs were characterized and compared with PM polymer

367

matrix membrane. The permeation flux and salt rejection of PM-CNTs using various

368

concentrations of SE-MWCNTs are given in Table 2. The water salinity was decreased with the

369

increment of SE-MWCNT in the PM. The permeation flux, and salt rejection % were

Ac ce p

te

d

M

an

us

cr

ip t

348

23

Page 23 of 41

significantly affected by the integration of SE-MWCNTs. PM-CNT1 showed maximum

371

permeation flux of 0.84 L/m2.h but as tethering of SE-MWCNTs increased permeation flux

372

declined gradually. Fig. 6 shows the comparison between permeation flux of PM and PM-CNTs.

373

As evident from Fig. 6 that PM-CNT 5 showed reduced permeation flux and gave lowest flux of

374

0.61 L/m2.h.

375

The salt rejection capacity of PM-CNTs was enhanced when compared with PM membrane as

376

indicated in Fig. 6. PM-CNT 5 showed highest capacity of salt rejection of 99.8% attributed to

377

0.5 wt% SE-MWCNTs tethered on PM. The permeation flux effect was owed to tethering of SE-

378

MWCNTs. These PM-CNTs infatuated a hydrophilic nature as its driving force. Resultantly, the

379

salt rejected through the hydrophilic membranes because of its ability for hydrogen bonding. The

380

tethering of SE-MWCNTs changed the polymer chains segmental motion and also the mobility

381

of permeate which increased the free volume of PM-CNTs.

384 385

cr

us

an

M

d te

383

Ac ce p

382

ip t

370

24

Page 24 of 41

ip t cr us an

386

5. Conclusion

388

This study has examined the relation of permeability flux and salt rejection using RO membranes

389

in indigenously fabricated pilot plant. It showed that 0.1-0.5 wt% tethering of SE-MWCNTs into

390

PM membrane manifestly increased the selective salt rejection % and permeation flux at 4.0 bar.

391

Higher content of SE-MWCNTs (0.5 wt%) led to the noteworthy increase in salt rejection of

392

99.8%, whereas, permeation flux was decreased upto 0.61 L/m2.h as compared to the PM

393

membrane. Nevertheless, data presented in this study encompassing the most common

394

membrane materials (cellulose acetate, polyethylene glycol and multi-walled carbon nanotubes)

395

used in RO reconfirm a single general trend connecting intrinsic water permeability flux and

396

selectivity to salt rejection of these materials. The reported results can improve the understanding

397

of the state of the art function of RO membranes and can be valuable in design of new polymeric

398

materials with high salt rejection and good permeability. Moreover, the structural

399

characterization of PM-CNTs membrane is confirmed by ATR-FTIR. The SEM and AFM

Ac ce p

te

d

M

387

25

Page 25 of 41

micrographs showed uniform dispersion of SE-MWCNTs on PM-CNTs having influence on

401

morphology and topography of membrane structure. Generally, tethering of SE-MWCNTs led to

402

increase in the thermal stability of membranes analyzed by TGA thermograms. Also, the WC %

403

exhibited that PM-CNT 5 tethered membrane has the highest water content as compared to other

404

membranes.

405

Acknowledgements

406

The authors gratefully acknowledge University of the Punjab, Lahore Pakistan for providing

407

financial support of this work.

an

us

cr

ip t

400

M

408

410

Ac ce p

te

d

409

26

Page 26 of 41

ip t cr us an M d te Ac ce p

411 412 413 414

27

Page 27 of 41

416

Ac ce p

te

d

M

an

us

cr

ip t

415

28

Page 28 of 41

ip t cr us an M d te

418

Ac ce p

417

29

Page 29 of 41

ip t cr us an M d Ac ce p

te

419

420 30

Page 30 of 41

an

us

cr

ip t

421

422

Ac ce p

te

d

M

423

424 425

31

Page 31 of 41

426

Table 1

428

Effect of concentration CA/PEG400 at 4 bar on membrane hydraulic resistance (Rm),

429

permeation flux and salt rejection Hydraulic

CA/PEG400

Type

Resistance

Permeation

Salt

Flux

Rejection

us

(Rm)

432 433 434 435 436 437

70/30

PM 2

0.0102

60/40

PM 3

0.0100

50/50

0.51

68

0.83

62

1.21

54

M

0.0115

76

d

PM 1

0.42

te

431

80/20

(%)

Ac ce p

430

0.0128

(L/m2.h)

an

(bar/ m2.h) PM

cr

Membrane

ip t

427

438 439

32

Page 32 of 41

440

Table 2

441

Sample name hydraulic resistance (Rm) and roughness values of with and without SE-MWCNTs

442

(0.1-0.5 wt%) tethered polymer matrix

443 444 445 446 447 448

Root mean square roughness

0

0.0128

78.1

18.17

115.60

76.64

22.27

PM-CNT 1

0.1

0.0123

80.8

19.21

240.47

115.90

24.913

PM-CNT 2

0.2

0.0127

83.2

30.83

310.21

146.75

38.801

PM-CNT 3

0.3

0.0134

88.4

34.16

332.06

161.88

43.673

PM-CNT 4

0.4

0.0145

90.1

17.61

192.80

93.98

22.045

PM-CNT 5

0.5

0.0156

92.2

21.80

210.07

102.08

27.071

te

d

an

M

(%)

ip t

PM

cr

Mean depth Rz (nm)

Hydraulic Resistance (Rm) (bar/m2.h)

us

Water Content

Average Square roughness average roughness Ra (nm) Ry (nm)

Weight Fraction of SEMWCNTs loading (wt%)

Rms (nm)

Ac ce p

Membrane Sample

449 450 451 452 33

Page 33 of 41

References

454 455

Ahumada, E. A., D. R. Delgado, et al. (2012). "Solution thermodynamics of acetaminophen in some PEG 400 + water mixtures." Fluid Phase Equilibria 332(0): 120-127.

456 457 458 459

Arthanareeswaran, G., T. K. Sriyamuna Devi, et al. (2009). "Development, characterization and separation performance of organic–inorganic membranes: Part II. Effect of additives." Separation and Purification Technology 67(3): 271-281.

460 461 462 463

Arthanareeswaran, G., T. K. Sriyamuna Devi, et al. (2008). "Effect of silica particles on cellulose acetate blend ultrafiltration membranes: Part I." Separation and Purification Technology 64(1): 38-47.

464 465 466 467

Atieh, M. A., O. Y. Bakather, et al. (2011). "Effect of carboxylic functional group functionalized on carbon nanotubes surface on the removal of lead from water." Bioinorganic chemistry and applications 2010.

468 469 470

Atif Islam, T. Y. (2012). "Controlled delivery of drug from pH sensitive chitosan/poly (vinyl alcohol) blend." Carbohydrate Polymers 88(3): 1055-1060.

471 472 473 474

Burghoff, H. G., K. Lee, et al. (1980). "Characterization of transport across cellulose acetate membranes in the presence of strong solute–membrane interactions." Journal of applied polymer science 25(3): 323-347.

475 476 477

Castro, R. P., Y. Cohen, et al. (1996). "Silica-suported polyvinylpyrrolidone filtration membranes." Journal of Membrane Science 115(2): 179-190.

478 479 480 481

Chandure, A. S., G. S. Bhusari, et al. (2014). "Synthesis, Characterization, and Biodegradation Studies of Poly(1,4-cyclohexanedimethylene-adipate-carbonate)s." Journal of Polymers 2014: 11.

482 483

Chatterjee, P. K. and C. M. Conrad (1968). "Thermogravimetric analysis of cellulose." Journal of

484

Polymer Science Part A‐1: Polymer Chemistry 6(12): 3217-3233.

Ac ce p

te

d

M

an

us

cr

ip t

453

485

34

Page 34 of 41

Choi, J.-H., J. Jegal, et al. (2006). "Fabrication and characterization of multi-walled carbon nanotubes/polymer blend membranes." Journal of Membrane Science 284(1–2): 406-415.

488 489 490 491

Costa-Júnior, E. S., E. F. Barbosa-Stancioli, et al. (2009). "Preparation and characterization of chitosan/poly(vinyl alcohol) chemically crosslinked blends for biomedical applications." Carbohydrate Polymers 76(3): 472-481.

ip t

486 487

492

El Badawi, N., A. R. Ramadan, et al. (2014). "Novel carbon nanotube–cellulose acetate nanocomposite membranes for water filtration applications." Desalination 344(0): 79-85.

495 496 497

Feng, S., J. Ren, et al. (2013). "Poly (amide-12-b-ethylene oxide)/polyethylene glycol blend membranes for carbon dioxide separation." Separation and Purification Technology 116: 25-34.

498 499 500

Glater, J. (1998). "The early history of reverse osmosis membrane development." Desalination 117(1–3): 297-309.

501 502 503

Haddada, R., E. Ferjani, et al. (2004). "Properties of cellulose acetate nanofiltration membranes. Application to brackish water desalination." Desalination 167(0): 403-409.

us

an

M

d te

504

cr

493 494

He, J., M. Zhang, et al. (2009). "High‐quality cellulose triacetate prepared from bamboo

506

dissolving pulp." Journal of applied polymer science 113(1): 456-465.

507 508 509 510

Hilal, N., A. W. Mohammad, et al. (2003). "Using atomic force microscopy towards improvement in nanofiltration membranes properties for desalination pre-treatment: a review." Desalination 157(1–3): 137-144.

511 512 513

Hummer, G., J. C. Rasaiah, et al. (2001). "Water conduction through the hydrophobic channel of a carbon nanotube." Nature 414(6860): 188-190.

514 515 516

Joseph, S. and N. R. Aluru (2008). "Why Are Carbon Nanotubes Fast Transporters of Water?" Nano Letters 8(2): 452-458.

517 518 519

Kalra, A., S. Garde, et al. (2003). "Osmotic water transport through carbon nanotube membranes." Proceedings of the National Academy of Sciences 100(18): 10175-10180.

Ac ce p

505

35

Page 35 of 41

Kurokawa, Y. and K. Ueno (1982). "Reverse osmosis rejection by hydrous inorganic precipitate– cellulose composite membrane." Journal of applied polymer science 27(2): 621-630.

523 524 525 526

Li, M., I. H. Kim, et al. (2010). "Cellulose acetate/multiwalled carbon nanotube nanocomposites with improved mechanical, thermal, and electrical properties." Journal of applied polymer science 118(4): 2475-2481.

527 528 529

Lonsdale, H., U. Merten, et al. (1965). "Transport properties of cellulose acetate osmotic membranes." Journal of applied polymer science 9(4): 1341-1362.

530 531 532

Lucena, M. d. C. C., A. E. V. de Alencar, et al. (2003). "The effect of additives on the thermal degradation of cellulose acetate." Polymer Degradation and Stability 80(1): 149-155.

533 534 535 536

Lv, C., Y. Su, et al. (2007). "Enhanced permeation performance of cellulose acetate ultrafiltration membrane by incorporation of Pluronic F127." Journal of Membrane Science 294(1–2): 68-74.

537 538 539 540

Majeed, S., D. Fierro, et al. (2012). "Multi-walled carbon nanotubes (MWCNTs) mixed polyacrylonitrile (PAN) ultrafiltration membranes." Journal of Membrane Science 403–404(0): 101-109.

541 542 543 544

Malaisamy, R., R. Mahendran, et al. (2002). "Cellulose acetate and sulfonated polysulfone blend ultrafiltration membranes. I. Preparation and characterization." Journal of applied polymer science 86(7): 1749-1761.

545 546 547

Mazid, M. (1984). "Mechanisms of transport through reverse osmosis membranes." Separation Science and Technology 19(6-7): 357-373.

548 549 550

Meindersma, G. W., C. M. Guijt, et al. (2006). "Desalination and water recycling by air gap membrane distillation." Desalination 187(1–3): 291-301.

551 552 553 554

Phao, N., E. N. Nxumalo, et al. (2013). "A nitrogen-doped carbon nanotube enhanced polyethersulfone membrane system for water treatment." Physics and Chemistry of the Earth, Parts A/B/C 66(0): 148-156.

555 556 557

Qin, J.-J., Y. Li, et al. (2003). "Cellulose acetate hollow fiber ultrafiltration membranes made from CA/PVP 360 K/NMP/water." Journal of Membrane Science 218(1): 173-183.

Ac ce p

te

d

M

an

us

cr

ip t

520 521 522

36

Page 36 of 41

Qiu, S., L. Wu, et al. (2009). "Preparation and properties of functionalized carbon nanotube/PSF blend ultrafiltration membranes." Journal of Membrane Science 342(1–2): 165-172.

561 562 563

Salihu, G., P. Goswami, et al. (2012). "Hybrid electrospun nonwovens from chitosan/cellulose acetate." Cellulose 19(3): 739-749.

564 565 566 567

Saljoughi, E., M. Sadrzadeh, et al. (2009). "Effect of preparation variables on morphology and pure water permeation flux through asymmetric cellulose acetate membranes." Journal of Membrane Science 326(2): 627-634.

568 569 570

Sassi, J.-F. and H. Chanzy (1995). "Ultrastructural aspects of the acetylation of cellulose." Cellulose 2(2): 111-127.

571 572 573

Shawky, H. A., S.-R. Chae, et al. (2011). "Synthesis and characterization of a carbon nanotube/polymer nanocomposite membrane for water treatment." Desalination 272(1–3): 46-50.

574 575 576 577

Sheikholeslami, R. (1999). "Fouling mitigation in membrane processes: Report on a Workshop held January 26–29, 1999, Technion — Israel Institute of Technology, Haifa, Israel." Desalination 123(1): 45-53.

578 579 580 581

Shieh, J.-J. and T. S. Chung (1998). "Effect of liquid-liquid demixing on the membrane morphology, gas permeation, thermal and mechanical properties of cellulose acetate hollow fibers." Journal of Membrane Science 140(1): 67-79.

582 583 584 585

Sivakumar, M., D. R. Mohan, et al. (2006). "Studies on cellulose acetate-polysulfone ultrafiltration membranes: II. Effect of additive concentration." Journal of Membrane Science 268(2): 208-219.

586 587 588 589

Tang, C., Q. Zhang, et al. (2009). "Water transport behavior of chitosan porous membranes containing multi-walled carbon nanotubes (MWNTs)." Journal of Membrane Science 337(1–2): 240-247.

590 591 592 593

Vatanpour, V., S. S. Madaeni, et al. (2011). "Fabrication and characterization of novel antifouling nanofiltration membrane prepared from oxidized multiwalled carbon nanotube/polyethersulfone nanocomposite." Journal of Membrane Science 375(1–2): 284-294.

594 595 596

Wara, N. M., L. F. Francis, et al. (1995). "Addition of alumina to cellulose acetate membranes." Journal of Membrane Science 104(1): 43-49.

Ac ce p

te

d

M

an

us

cr

ip t

558 559 560

37

Page 37 of 41

Worthley, C. H., K. T. Constantopoulos, et al. (2013). "A study into the effect of POSS nanoparticles on cellulose acetate membranes." Journal of Membrane Science 431(0): 62-71.

600 601 602 603

Xing, R. and W. S. W. Ho (2009). "Synthesis and characterization of crosslinked polyvinylalcohol/polyethyleneglycol blend membranes for CO2/CH4 separation." Journal of the Taiwan Institute of Chemical Engineers 40(6): 654-662.

604 605 606

Xu, J., C.-Y. Chang, et al. (2010). "Performance of a ceramic ultrafiltration membrane system in pretreatment to seawater desalination." Separation and Purification Technology 75(2): 165-173.

607 608 609

Yang, G., L. Zhang, et al. (1999). "Role of polyethylene glycol in formation and structure of regenerated cellulose microporous membrane." Journal of Membrane Science 161(1–2): 31-40.

610 611 612 613

Yang, Y., H. Zhang, et al. (2007). "The influence of nano-sized TiO< sub> 2 fillers on the morphologies and properties of PSF UF membrane." Journal of Membrane Science 288(1): 231238.

614 615 616 617

Zavastin, D., I. Cretescu, et al. (2010). "Preparation, characterization and applicability of cellulose acetate–polyurethane blend membrane in separation techniques." Colloids and Surfaces A: Physicochemical and Engineering Aspects 370(1–3): 120-128.

618 619 620

Zeeshan, B. K. I. K. K. and K. F. M. Gopiraman (2013). "Structural and mechanical properties of cellulose acetate/graphene hybrid nanofibers: spectroscopic investigations." eXPRESS Polymer Letters 7(6).

621 622

Zhou, J., H. Fu, et al. (2014). "Solubility and solution thermodynamics of flofenicol in binary PEG 400 + water systems." Fluid Phase Equilibria 376(0): 159-164.

624 625 626

cr

us

an

M

d

te

Ac ce p

623

ip t

597 598 599

627 628 629 38

Page 38 of 41

630

Table 1

631

Effect of concentration CA/PEG400 at 4 bar on membrane hydraulic resistance (Rm),

632

permeation flux and salt rejection.

Rm

(%)

0.42

76

0.51

68

0.83

62

1.21

54

80/20

PM 1

0.0115

70/30

PM 2

0.0102

60/40

PM 3

0.0100

M

te

d

us

0.0128

Ac ce p

634

PM

50/50

Salt Rejection

(L/m2.h)

(bar/ m2.h)

633

Permeation Flux

ip t

CA/PEG400

cr

Type

Hydraulic resistance

an

Membrane

39

Page 39 of 41

634

Table 2

635

Sample name hydraulic resistance (Rm) and roughness values of with and without SE-MWCNTs (0.1-0.5

636

wt%) tethered polymer matrix

637 638 639

Average

Square average roughness roughness

Root mean square roughness

Weight Fraction of SEMWCNTs loading (wt%)

(bar/m2.h)

(%)

Ra (nm)

Ry (nm)

PM

0

0.0128

78.1

18.17

115.60

76.64

22.27

PM-CNT 1

0.1

0.0123

80.8

19.21

240.47

115.90

24.913

PM-CNT 2

0.2

0.0127

83.2

30.83

310.21

146.75

38.801

PM-CNT 3

0.3

0.0134

88.4

34.16

332.06

161.88

43.673

PM-CNT 4

0.4

0.0145

90.1

17.61

192.80

93.98

22.045

PM-CNT 5

0.5

0.0156

92.2

21.80

210.07

102.08

27.071

te

d

M

an

us

Rm

Mean depth

ip t

Water Content

Rz (nm)

cr

Hydraulic resistance

Rms (nm)

Ac ce p

Membrane Sample

40

Page 40 of 41

Figure, Scheme and Table Captions Scheme I: preparation of Surface Engineered-Multiwalled carbon nanotubes by oxidation purification in strong acid medium.

ip t

Scheme II: Tethering of Surface Engineered Multiwalled carbon nanotubes with cellulose acetate/polyethylene glycol polymer matrix

cr

Fig. 1. Process flow diagram of indigenously fabricated reverse osmosis pilot plant. Fig.2. FTIR spectra of PM and PM-CNTs membranes.

us

Fig.3.TGA of PM and PM-CNTs membranes at various percentage weight loss

an

Fig.4. Surface image of PM and PM-CNTs membranes, (a) top surface and (b) crosssection at different magnifications. Fig.5. AFM 3-dimensional image of PM and PM-CNTs membranes.

M

Fig.6 Comparison of permeation flux and salt rejection between PM and PM-CNTs membranes.

d

Table 1. Effect of concentration CA/PEG400 at 4 bar on membrane hydraulic resistance (Rm),permeation flux and salt rejection.

Ac ce p

te

Table 2: Sample name hydraulic resistance (Rm) and roughness values of with and without SE-MWCNTs (0.1-0.5 wt%) tethered polymer matrix.

Page 41 of 41