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:
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Highlights Surface Engineered-Multiwall CarbonNanoTubes (SE-MWCNT) made by dissolution casting
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SEM micrographs of PM/SE-MWCNTs showed uniform dispersed dense structured membranes
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PM/SE-MWCNTs composite membranes improved salt rejection properties up to 99.8%
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Thermal properties augmented PM/SE-MWCNTs composite membrane compared to PM membrane
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Fabrication of tethered carbon nanotubes in cellulose acetate/polyethylene
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glycol-400 composite membranes for reverse osmosis
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Aneela Sabir1, Muhammad Shafiq1, Atif Islam1, Afsheen Sarwar1, Muhammad Rizwan
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Dilshad2, Amir Shafeeq2, Muhammad Taqi Zahid Butt3, Tahir Jamil 1
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Pakistan.
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Institute of Chemical Engineering and Technology (ICET), University of the Punjab, Lahore, 54590 Pakistan.
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Abstract
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Department of Polymer Engineering and Technology, University of the Punjab, Lahore, 54590
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Faculty of Engineering and Technology, University of the Punjab, Lahore, 54590 Pakistan.
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In this study pristine multi-walled carbon nanotubes (MWCNTs) were surface engineered (SE)
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in strong acidic medium by oxidation purification method to form SE-MWCNT. Five different
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amount of SE-MWCNT ranging from 0.1- 0.5wt% were thoroughly and uniformly dispersed in
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cellulose acetate/polyethylene glycol (CA/PEG400) polymer matrix during synthesis of
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membrane by dissolution casting method. The structural analysis, surface morphology and
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roughness was carried out by Fourier transform infrared spectroscopy (FTIR), scanning electron
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microscopy (SEM), and atomic force microscopy (AFM) respectively which showed that the
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dispersed SE-MWCNT was substantially tethered in CA/PEG400 polymer matrix membrane.
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The thermogravimetric analysis (TGA) of membranes also suggested some improvement in
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thermal properties with the addition of SE-MWCNT. Finally, the performance of these
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membranes was assessed for suitability in drinking water treatment. The permeation flux and
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Corresponding author: Aneela Sabir; Email:
[email protected], Phone: +92 322 4569 950 2
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salt rejection were determined by using indigenously fabricated reverse osmosis pilot plant with
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1000ppm NaCl feed solution. The results showed that the tethered SE-MWCNT/CA/PEG400
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polymer matrix membrane, with strong SE-MWCNTs /polymer matrix interaction, improved
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the salt rejection performance of the membrane with the salt rejection of 99.8% for the highest
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content of SE-MWCNT.
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Keywords
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Polymer matrix membrane, Surface Engineered Multiwalled carbon nanotubes, Tethering,
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Water purification.
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1. Introduction
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The availability of portable and hygienic drinking water is continuously depleting throughout the
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world. Major initiatives are underway to find viable scientific and engineering solutions to
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enhance supply of portable water via recycling, conservation and desalination processes (Glater
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1998).These processes are currently in use to mitigate the risk of water shortage. In past,
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desalination has been pursued by converting non-portable high saline sources (brackish and
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seawater) to fresh drinkable water. Nowadays, state-of-the-art systems for desalination are in
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practice. Most recently, reverse osmosis (RO) membranes are grabbing attention in scientific
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community (Xu, Chang et al. 2010).
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The renewable, biodegradable and eco-friendly natural polymers have gathered much attention in
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recent years regarding membrane technology. Cellulose acetate (CA) is a kind of natural
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thermoplastic polymer produced via esterification of wood, cotton, recycled paper and bagasse
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(Sassi and Chanzy 1995; Chandure, Bhusari et al. 2014). CA has the potential tendency for
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water permeation and salt rejection properties (He, Zhang et al. 2009). CA improved the
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membrane performance, permeability and permselectivity when incorporated in other polymers
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like poly (vinyl pyrolidone), poly (vinyl alcohol) poly (ethylene glycol), poly (amide) etc., as
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compared to pristine polymer (Qin, Li et al. 2003; Saljoughi, Sadrzadeh et al. 2009).
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Polyethylene glycol (PEG) can render the hydrophilicity and thermal stability in the membranes
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(Ahumada, Delgado et al. 2012; Zhou, Fu et al. 2014). PEG 400 has low toxicity, which makes it
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an ideal additive for use in water purification industry and is being used in a variety of
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biotechnological and biochemical processes (Zavastin, Cretescu et al. 2010). Many studies have
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shown that the incorporation of additives like silica (SiO2), titania (TiO2), alumina (Al2O3),
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zirconia (ZrO2) and carbon nanotubes (CNTs) to polymer matrix can effectively improve the
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thermal stability and mechanical strength of the membranes (Wara, Francis et al. 1995; Castro,
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Cohen et al. 1996; Kalra, Garde et al. 2003; Yang, Zhang et al. 2007). The chemical modification
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of polymers with various additives can improve the diffusive, hydrophilic and the salt water
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purification capacity of the membranes (Haddada, Ferjani et al. 2004; Sivakumar, Mohan et al.
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2006).
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Among different additives, CNTs have gathered a considerable attention as nanofiller in
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desalination. It has also an ideal reinforcement capabilities due to its exceptionally unique
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thermal, mechanical and permeation properties. An exclusively dispersed CNTs provide
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enhanced interfacial adhesion between polymer chains (Hummer, Rasaiah et al. 2001; Joseph
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and Aluru 2008 ; El Badawi, Ramadan et al. 2014). Many studies have been reported where
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CNTs were blended with other polymers like aromatic polyamides (PA), chitosan, polysulfone
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(PS), and polyacrylonitrile (PAN) for water filtration applications (Choi, Jegal et al. 2006; Tang,
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Zhang et al. 2009; Shawky, Chae et al. 2011).
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Shawky et al. (2011) synthesized aromatic polyamide/MWCNT nanocomposite membranes with
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different concentration of MWCNTs by a polymer grafting process. The data showed a decrease
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in the membrane permeability with the increase in CNTs concentration whereas the salt rejection
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increased to 76 %.
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MWCNTs and PA network structure, due to strong interaction between MWCNTs and polymer
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matrix (Shawky, Chae et al. 2011). Tang et al. (2009) blended chitosan with different loadings
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of CNT for membrane synthesis and measured pure water flux. The performance of membranes
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showed that the water flux was 4.6 times more than the pristine chitosan membrane (Tang,
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Zhang et al. 2009). Choi et al. (2006) prepared PS/CNT membranes by phase inversion method
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and showed that the final water flux was directly proportional to the increase in CNTs weight
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percentage. The reason behind this behavior was the increase in the hydrophilicity of the
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membrane which increased up to the threshold level by loading1.5wt% of CNTs. However, with
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more CNT concentration, the pore size decreased but the permeation flux increased. (Choi, Jegal
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et al. 2006). The hydrophilic nature of the membrane due to the presence of CNTs, which
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increases the water flux, has also been studied by Majeed et al. (2012). In the synthesized
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PAN/CNTs ultrafiltration membrane (UF), pure water flux increased by the addition of 0.5wt%
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carbon nanotubes (Majeed, Fierro et al. 2012).
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In this work, we delineated the synthesis of polymeric matrix based on CA/PEG400 which has
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been tethered with surface engineered carbon nanotubes. Indigenously lab scale fabricated RO
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plant was intended to assess the permeation flux and salt rejection. The structural analysis,
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thermal stability, morphology and surface roughness of the synthesized membranes were
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measured by Fourier transform infrared spectroscopy, thermogravimetric analysis, scanning
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electron microscopy and atomic force microscopy, respectively.
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These results were explained in terms of structural compactness, creating
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2. Experimental
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2.1 Materials Analytical grade cellulose acetate (CA) with 39.7% acetyl content was obtained from Fluka
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(USA). Pristine Multi-walled carbon nanotubes (MWCNTs) of around 20-40 nm diameter, inner
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diameter of 15 nm and >90 % purity were manufactured by CNME International Co. Ltd.
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Sulphuric acid (H2SO4) (> 95%) and nitric acid (HNO3) (65-70%) were purchased from BDH
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Chemicals Ltd. Polyethylene glycol (PEG 400) and N, N-dimethyl formamide (DMF) (99%)
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were obtained from Fluka and Riedel-de Haȅn, respectively. All the chemicals were used without
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further purification.
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2.2 Synthesis of polymer matrix membranes tethered with SE- MWCNTs
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2.2.1 Preparation of SE- MWCNTs by oxidation purification in strong acid medium
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Pristine MWCNTs were first surface engineered by oxidation purification in a concentrated
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H2SO4/HNO3 (3:1 v/v) acidic medium as the oxidant to enhance their dispersion to prepare
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MWNT-COOH within the polymer matrix solution. In a 1L flask equipped with a condenser,
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pristine MWNTs (3.0 g) with H2SO4/HNO3 were added and stirred vigorously. The flask was
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then subjected to ultrasonic bath under vibrations (40 kHz) for 12 h at 140 ̊C. After cooling to
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room temperature, the reaction mixture was diluted with 500 mL of deionized water and then
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filtered in vacuum through a filter paper (Fisher). The solid was dispersed in 500 mL of water
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and filtered again, and then 300 mL of water was used to wash the filter cake several times.
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The dispersion, filtering, and washing steps were repeated until the pH of the filtrate reached 7.0
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(at least five cycles were required). The filtrate as then washed with 250 mL of acetone five
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times to remove most of the water from the sample and dried under vacuum for 24 h at 60 ̊C,
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giving 2.1 g (~70% yield) of MWNT-COOH. The prepared SE-MWCNTs are shown in Scheme
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I.
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2.2.2 Synthesis of CA/PEG400 polymer matrix membrane
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Six different concentrations of polymer matrix solutions of CA/PEG400 were synthesized using
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dissolution casting method. 10 g of CA was dissolved in 100 mL of DMF solvent with
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continuous stirring at 70 ̊C for 6 h. The varying blend composition (w/w) of CA/PEG400 (50/50,
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60/40, 70/30 and 80/20) were prepared and labeled as shown in Table 1. The solutions were
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cooled at room temperature for 1 h in an air tight condition. Step 1 in Scheme II shows possible
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interaction between CA and PEG400.
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Table 1
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Effect of concentration CA/PEG400 at 4 bar on membrane hydraulic resistance (Rm),
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permeation flux and salt rejection.
Rm
Salt Rejection
(L/m2.h)
(%)
0.42
76
0.51
68
0.83
62
1.21
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0.0128
80/20
PM 1
0.0115
70/30
PM 2
0.0102
60/40
PM 3
0.0100
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Permeation Flux
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Hydraulic resistance
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2.2.3 Tethering SE-MWCNTs with polymer matrix
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CA/PEG400 composition of 80/20 was selected, for tethering with SE-MWCNTs, on the basis of
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maximum salt rejection (76%) compared to other polymer matrix membranes as shown in Table
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1. Step 2 in Scheme II depicts the interaction between PM chains with modified SE-MWCNTs
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(0.1-0.5 wt%). The samples were subjected under ultrasonic vibration for 12 h at 65 ̊C. The PM
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tethered with SE-MWCNTs was labeled as PM-CNTs.
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2.2.4 Membrane Casting
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Finally, Step 3 in Scheme II showed the interaction of PM-CNTs. To maintain uniform thickness
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of the membrane on a clean dried glass plate, a doctor’s blade was used. The solvent was
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removed by placing PM-CNTs membrane in an oven at 60 ̊C. PM-CNTs were dried for 12 h in
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vacuum oven and removed from the glass plates with membrane thickness ranging from 25-35
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µm, as measured by screw gauge.
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3. Characterization of Membranes
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3.1 Fourier transform infrared spectroscopy
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FTIR spectra of PM-CNTs were logged by IR Prestige-21 (Shimadzu) using attenuated total
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reflectance (ATR) with ZnSe crystal. The air background of the instrument was run before each
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test of the membrane. The wavenumber range was persistent from 4000-600 cm-1 at 120 scans
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per spectrum.
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3.2 Thermogravimetric analysis
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The thermogravimetric analysis (TGA) measurements of the PM-CNTs were conducted using
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Mettler Toledo, TGA/SDTA851e instrument. It was carried out from ambient temperature to
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1200 ̊C at a ramp rate of 20 ̊C/ min under nitrogen flow (15 mL/min).
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3.3 Scanning electron microscopy
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Scanning electron micrographs of PM-CNTs were obtained using JEOL (JSM-6480LV)
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microscope to analyze the morphology of the membranes at different magnifications. The PM-
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CNTs were examined on a carbon conductive tape as its more significant compared to many of
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the other common adhesives that have been used in SEM mounting. The low vacuum mode was
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used to operate PM-CNTs at 20 kV.
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3.4 Atomic force microscope
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The topographical images were obtained using scanning probe microscope (SPM 9500J3,
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Shimadzu) with tapping mode at room temperature. The scanning area was 5 μm2. The values of
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root mean square (RMS) roughness were derived from AFM images, which were obtained from
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the average values measured in random areas. The topography of membrane expressed in terms
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of various roughness parameters like mean roughness (Ra) which represents the mean value of
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the surface relative to the center plane. The volumes enclosed by the image above and below this
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plane are equal. It is calculated by Equation 1.
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(1)
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Where
shows surface relative to the center of plane while Lx and Ly denotes the
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dimensions of surface in x and y directions, respectively.
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However, the root mean square average (RMS) of the measured height deviations from the mean
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surface taken within the area evaluation and calculated by Equation 2.
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(2)
3.6 Water content
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The membranes were kept for 48 h in oven under vacuum at 70 ºC for drying (Ahumada,
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Delgado et al. 2012). Dried PM-CNTs (1 g) were placed in a vial filled with distilled water (100
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mL) and the vials were set at room temperature. The water content (%) of the membranes was
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attained after 24 h by Equation 3.
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(3)
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Whereas, WC stands for water content, WS for wet sample weight and DS for dried sample
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weight.
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3.7 Membrane hydraulic resistance (Rm)
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It defines the membrane tolerance towards hydraulic pressure. It can be calculated using
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Equation 4 [15].
(4)
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3.8 Reverse osmosis performance test
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The RO experiments were employed on the plate and frame membrane module as revealed in
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Fig.1 (process flow diagram) [2]. NaCl (1000 ppm) solution in water was used as a feed of
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known conductance. The effective area of membrane in contact with the continuous feed flow
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was 154 cm2. Permeate was collected for 12 h in a continuous RO membrane unit operation. The
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provided feed tank capacity was 25 L and feed inlet along with circulation pump of 1 KW
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followed by rotameter.RO performance tests of the membranes were evaluated on the basis of
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salt rejection SR (%) and permeation flux (L/m2.h) using Equations 5 and 6. Permeate and
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retentate were collected during operation from their respective sampling points. The pressure
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range during the process was varied from 0.5- 4 bar. The conductance of the feed and permeate
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acquired by using Cyber Scan Waterproof PC 300 Series (EUTECH).
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(5)
(6)
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4. Results and Discussion
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4.1 Fourier transform infrared spectroscopy (FTIR)
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The FTIR spectrum of PM compared with that of PM-CNTs and emergence of functional groups
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on acid treated MWCNTs which illustrated the functional group analysis of the membranes is
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shown in Fig. 2. In case of PM membranes, the band at 3425-3464 cm-1 (–OH stretching
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vibration), weak band at 2924 cm-1 (-C-H stretching), 1737 cm-1 (-C=O stretching), (Costa-
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Júnior, Barbosa-Stancioli et al. 2009; Salihu, Goswami et al. 2012),1431 cm-1 (-C-H bending)
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followed by bands at 1371 and 1224 cm-1 were described by the rocking and wagging mode of -
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C-H bond. The existence of adsorption band at 1036 cm-1 was attributed to -C-O (acyclic)
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stretching vibrations (Xing and Ho 2009; Zavastin, Cretescu et al. 2010; Atif Islam 2012; Feng,
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Ren et al. 2013; Worthley, Constantopoulos et al. 2013) while weak band at 906 and 1155cm-1
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confirmed the presence of pyranose ring and saccharine structure (Atif Islam 2012, Atieh,
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Bakather et al. 2011, Costa-Júnior, Barbosa-Stancioli et al. 2009).
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Furthermore, FTIR spectra of PM-CNTs membranes with different concentrations of SE-
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MWCNTs (0.1-0.5 wt %) are shown in Fig. 2. The specific bands owing to created functional
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groups were detected on MWCNTs. The acid treated MWCNTs exhibits bands having hydroxyl
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(-OH) and carbonyl (-C=O) groups. This confirmed that carbonyl and hydroxyl functional
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groups were introduced on the CNTs. The observed feature at 3425-3464 cm-1 was associated
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with the -OH stretching vibrations from the inter-molecular hydrogen bonds (Scheme II) (Costa-
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Júnior, Barbosa-Stancioli et al. 2009) that tend to weaken the force constant and moving the
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absorbance to lower energy (lower wave number). The carbonyl group was also shifted slightly
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towards lower wavenumber (1738 to 1734 cm-1) due hydrogen bonding (Scheme II) which
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proposes interactions between –COOH functional groups of MCWT-COOH and -C=O groups of
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CA (Zeeshan and Gopiraman 2013).
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4.2. Thermogravimetric analysis (TGA)
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The thermal stability of PM and PM-CNTs (0.1-0.5 wt%) were accomplished in three steps
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shown in Fig. 3. In the first step, for PM, the removal of moisture and also dehydration was
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observed at about 30-280 ̊C up to weight loss of 4.63%. The second step ranges from 280-450 ̊C
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was the major degradation of the polymer backbone with weight loss of about 90.78% which was
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probably due to main thermal decomposition of CA chains. In the final stage, almost constant
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thermal profile was observed from 450-1200 ̊C due to carbonization of the degraded product to
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ash. This TGA profile indicated that PM membrane could highly be unstable at high temperature.
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Thermograms of PM-CNTs (0.1-0.5wt %) showed similar steps which involves the
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decomposition from 30-280 ̊C with weight loss of 3.3-4.4% which was attributed to moisture
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removal, dehydration and loss of bound water. The second step showed onset of polymer
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degradation from 250 ̊C (Shieh and Chung 1998; Lucena, V. de Alencar et al. 2003) with weight
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loss of about 92.5-92.62% up to offset temperature of 450 ̊C. The final step indicated the
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temperature range from 450-1200 ̊C showing carbonization of the thermally decomposed product
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to ash (Chatterjee and Conrad 1968). The experimental data showed that 30 percent weight
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losses for PM, PM-CNT1 and PM-CNT5 were occurred at 338, 353 and 372 ̊C, respectively.
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Similarly, 80 percent weight losses for PM, PM-CNT1 and PM-CNT5 were observed at 383, 385
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and 407 ̊C, respectively. This confirmed that the experiential TGA curve of PM-CNT5 was
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thermally stable as compared to the other PM-CNTs exhibiting the improvement in the thermal
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properties with the addition of CNTs. The percentage residue left for the PM and PM-CNTs are
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also shown in Fig.3.
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Table 2
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Sample name hydraulic resistance (Rm) and roughness values of with and without SE-MWCNTs (0.1-0.5
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wt%) tethered polymer matrix
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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
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Mean depth
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Water Content
Rz (nm)
cr
Hydraulic resistance
Rms (nm)
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4.3 Scanning electron microscopy (SEM)
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Scanning electron microscopy technique was used for the characterization of PM and PM-CNTs
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as shown in Fig. 4. Membranes employed for examination provide the information of surface
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morphology (Zavastin, Cretescu et al. 2010). The membrane is dense and it has even and smooth
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surface. This indicated that PEG400 was homogeneously mixed with CA due to capability of
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two polymers interacting mutually through hydrogen bonding between –OH and -C=O groups
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(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
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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
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membranes and were not dispersed well in the membrane because of the van der Waals
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interaction between the neighboring SE-MWCNTs (Li, Kim et al. 2010).
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4.4 Atomic force microscope (AFM)
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The tethering of the SE-MWCNTs on the polymer matrix was confirmed from AFM
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complementing SEM. Samples of membrane were employed for examination to provide the
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information of surface topography and roughness. The bright regions signify the highest points
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or nodules of membrane surface whereas the darker regions signify the depressions as shown in
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Fig. 5. The descriptions showed that surface roughness was increased with an increase in the
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concentrations of SE-MWCNTs upto 0.3 wt% in the membranes. Whereas, the decline in
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roughness parameters were observed when the concentration of SE-MWCNTs was increased 19
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upto 0.4 wt% i.e. PM-CNT4 as shown in Table 2. This decrease owed to the low electrostatic
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interactions between SE-MWCNTs and the polymer matrix (Vatanpour, Madaeni et al.
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2011).Thus, the MWCNTs were frequently positioned, giving rise to smooth surface (Qiu, Wu et
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al. 2009). However, with high SE-MWCNT concentrations PM-CNT5 (0.5 wt%), again an
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increase in roughness parameters and non-uniform surface was observed due to agglomeration of
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SE-MWCNT (Phao, Nxumalo et al. 2013).
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4.5 Water content
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The water content % of the membrane exhibited the hydrophilic nature of the membrane
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(Sivakumar, Mohan et al. 2006). Equation 3 was used to calculate the WC for PM i.e. 78.1 % as
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shown in Table 2 above. In case of PM-CNT1, the water content % showed the value of 80.8 %.
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When SE-MWCNTs contents reached to 0.5 wt% i.e. PM-CNT5, the water content % was
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increased up to 92.2 %. Similar increase in water content % was shown in which Pluronic (F127)
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was added in the CA membranes (Lv, Su et al. 2007). The reason acclaimed to the absorbance of
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water in the membranes was the hydrophilic nature of SE-MWCNTs
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4.6 Hydraulic resistance
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Membrane hydraulic resistance (Rm) controls the resistance when pressure is applied to the
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membrane. The linear proportionality of permeation flux to the applied pressure is directly
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proportional to the transport resistance. Equation 4 was used for evaluating the hydraulic
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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
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extent of CA present in the membrane.
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The polymer matrix membrane with highest content of cellulose acetate i.e. PM offers maximum
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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
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305
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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
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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
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348
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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
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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
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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
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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
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cr
ip t
415
28
Page 28 of 41
ip t cr us an M d te
418
Ac ce p
417
29
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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
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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