Desalination and Water Treatment
www.deswater.com
259 (2022) 266–272
May
doi: 10.5004/dwt.2022.28450
The importance of fouling-resistant membrane elements – the FilmTec™
SW30XFR-400/34
Guillem Gilabert-Oriola,*, David Ariasa, Jordi Bacardita, Verónica García-Molinab,
Gerard Massonsa, Claudia Niewerscha
a
DuPont Water Solutions, Autovia Tarragona-Salou s/n, 43006 Tarragona, Spain, Tel. +34 682015166;
emails: guillem.gilabertoriol@dupont.com (G. Gilabert-Oriol), davidalfred.arias@dupont.com (D. Arias),
jordi.bacardit@dupont.com (J. Bacardit), gerard.massons@dupont.com (G. Massons),
claudia.niewersch@dupont.com (C. Niewersch)
b
DuPont Water Solutions, Switzerland, email: veronica.garciamolina@dupont.com (V. García-Molina),
Received 15 February 2022; Accepted 1 March 2022
abstract
Biofouling in reverse osmosis (RO) occurs when bacteria settle in the elements and start building
a biofilm. This paper highlights the performance of a new generation of fouling-resistant RO
element, the newly developed FilmTec™ SW30XFR-400/34 seawater fouling-resistant membrane element in terms of its biofouling resistance. Additionally, this paper presents a validation
of the product at a realistic scenario: the Middle East Red Sea. The validation trials proved the
robust performance that this new membrane element shows under harsh biofouling conditions.
This membrane element is able to offer 34% lower pressure drop than previous generations
with a stable performance in terms of normalized permeate flow and salt rejection. In the validation trials this feature led to a significant reduction of the chemical cleanings (CIP) caused by
biofouling; more than 33% reduction of the annual CIP frequency. Additionally, thanks to the
membrane chemistry robustness, one of the FilmTec™ brand essence attributes, the product is
able to offer advantaged chemical resistance when chemical cleanings are performed. Under the
same conditions, where an element from another membrane manufacturer is experiencing 85%
increase in salt passage, FilmTec™ SW30XFR-400/34 shows stable performance.
Keywords: Seawater; Reverse osmosis; Fouling-resistant; Membrane; Pressure drop; Biofouling
1. Introduction
Water scarcity is being recognized as one of the main
threats that mankind is facing globally [1]. Reverse osmosis (RO) membrane technology has developed as a promising technology to address this problem, holding roughly
44% market share and growing among all the desalinating
technologies [2]. This increase has been driven as materials
are improved and costs dropped [3].
Fouling in reverse osmosis elements takes on many
forms. These are typically categorized as inorganic scaling,
colloidal or particle fouling, organic fouling and biological
fouling [4]. The former two are generally solved through
advanced pretreatment technologies to soften the water
like lime softening, antiscalant dosing or ultrafiltration
pretreatment to remove suspended solids. There are also
pretreatment technologies to reduce the concentration of
dissolved organic material from thousands of ppm down
to 40–60 ppm, but reducing the concentration further is less
efficient and can be costly [5]. Because of this, the RO systems are expected to share the burden and are often exposed
to waters with concentration of organic matter >10 ppm.
* Corresponding author.
Presented at the European Desalination Society Conference on Desalination for the Environment, June 20–23, 2022, Las Palmas de Gran Canaria, Spain
1944-3994/1944-3986 © 2022 Desalination Publications. All rights reserved.
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Consequentially, they suffer from organic fouling and biological fouling.
Organic fouling is defined as the accumulation of organic
contaminants on the membrane surface [6]. This accumulation creates a drop in the effective membrane permeability, which lowers the membrane flux and increases the
energy of operation [7].
Biofouling is defined as the growth and accumulation
of micro-organisms and the agglomeration of extracellular
materials on the solid–liquid surface within the feed channel of a spiral wound RO module [8]. The extracellular polymeric substances (EPS) films are especially troublesome to
clean. The films anchor on surfaces with low shear and form
webs within the feed spacer architecture, as it can be seen
in Fig. 1. This “web” creates high resistance to water flow
through the feed channel of the element and displays as an
increase in feed-concentrate pressure drop (dP) across the
RO pressure vessel. High dP leads to hydraulic imbalance
and can result in module damage. Additionally, like organic
fouling, biofilms can affect feed channel transport properties and reduce the effective membrane permeability. Both
system dP increase and drop in permeability increase the
energy of operation but also lead to frequent cleanings to
regain element performance. In total, fouling affects energy
consumption, element lifetime, water productivity and
cost of water produced [9].
Biofouling is generally the leading issue triggering cleaning in industrial wastewater treatment plants. Although
cleaning guidelines recommend performing a CIP when
pressure drop increases by 10%–15%, it is observed that
some plants clean at the maximum allowed vessel pressure drop of 3.5 bar [10]. This maximum limit is standard
for 8-inch reverse osmosis elements in order to avoid irreversible mechanical damage to the elements.
To address this issue, DuPont has designed a novel seawater fouling-resistant membrane element. This novel element is designed to address the most challenging fouling
issue limiting industrial and municipal seawater treatment
plants: biofouling. The product specifications of the new
seawater fouling-resistant membrane element, together
with its previous generation, the FilmTec™ SW30HRLE-400,
as well as a reverse osmosis element of another manufacturer (Membrane A) can be found in Table 1.
2. Methods
2.1. Single element pilot plant
Prior to the benchmarking of the reverse osmosis elements, an initial assessment of their performance took place
in the single element pilot plant. This pre-evaluation was of
major importance for the antifouling experiment as it can
serve as a reference point for the individual performance
of each RO element. The hydraulic tests were performed
registering the pressure drop evolution of the elements at
increasing feed flow, ranging from 3 to 18 m3/h at a constant temperature of 25°C. The single element pilot plant
is displayed in Fig. 2.
2.2. Synthetic seawater recirculation experiment
The experiment presented in the current section was
undertaken in the Global Water Technology Center located
in Tarragona, Spain (GWTC). This trial was run at constant conditions, feeding 9.5 m3/h of a synthetic seawater solution based on NaCl, with a recovery of 20.6% and
a system permeate flux of 17.4 L/(m2/h). This plant has 2
parallel 8-inch pressure vessels with 3 elements in each
Δ P
Fig. 1. Reverse osmosis element configuration (a) and biofouled feed spacer (b).
Table 1
FilmTec™ seawater fouling-resistant reverse osmosis element specificationsa
Product
Active area (ft2)
Permeate flow (gpd)
Stabilized salt rejection
FilmTec™ SW30XFR-400/34
FilmTec™ SW30HRLE-400
Membrane A
400
400
400
7,500
7,500
9,000
99.8%
99.8%
99.8%
a
Permeate flow and salt (NaCl) rejection is based on the following standard test conditions: 32,000 ppm NaCl, 55 bar, 25°C, pH 8 and 8%
recovery.
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pressure vessel. Pipping and pressure vessels are made of
super duplex stainless steel, in order to prevent corrosion
or pitting of the steel. Additionally, a high pressure pump
is responsible of delivering seawater at the adequate pressure into the plant. Finally, permeate and filtrate water
is collected into a tank, where it is recirculated using the
high pressure pump into the membranes. The plant is fully
automated through a programmable logic controller (PLC),
which records all the signals into a data logger. Feed flow
and permeate flow are recorded using accurate flow indicator transmitters. Also, temperature, feed conductivity and
permeate conductivity are recorded with their respective
automatic indicator transmitter instruments. Finally, feed,
Fig. 2. Diagram and picture of the single element testing plant.
Fig. 3. Synthetic seawater pilot plant schematic.
Fig. 4. Synthetic seawater pilot plant photo.
concentrate and permeate pressure is also automatically
monitored and recorded. In this test, a pilot provided with
two lines were tested in parallel, one containing FilmTec™
SW30HRLE-400, while in the other, the newest seawater antifouling membrane element was loaded, FilmTec™
SW30XFR-400/34. Each line contained a total of 3 elements
of each type, respectively. A high level scheme of the pilot
were the experiment was carried out is depicted in Fig. 3.
Additionally, a picture of the plant is shown in Fig. 4.
The water type used corresponds to synthetic seawater based on 32,000 mg/L of sodium chloride and 5 mg/L of
boron added to SWRO permeate. Specific composition of
this water can be found in Table 2.
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2.3. Field trials with Red Seawater
This experiment was carried out in the DuPont’s Middle
East Innovation Center (MEIC), located at the premises of
the King Abdullah University of Science and Technology
(KAUST) in the Kingdom of Saudi Arabia (KSA). The
testing asset consists of ultrafiltration and reverse osmosis and is fed by Red Seawater. The RO section consists
of 2 parallel 8-inch pressure vessels for up to 8 elements
in each pressure vessel. Pipping and pressure vessels are
made of super duplex stainless steel, in order to prevent
corrosion or pitting of the steel. The plant is fully automated through a PLC, which records all the signals into
a data logger. Feed flow and permeate flow are recorded
using accurate flow indicator transmitters. Also temperature, feed conductivity and permeate conductivity are
recorded. Finally, feed, concentrate and permeate pressure and feed-concentrate differential pressure are also
automatically monitored and recorded. A schematic of
the plant can be seen in Fig. 5. Additionally, a picture of
the plant is shown in Fig. 6. For this study, water was pretreated by DuPont’s Ultrafiltration modules, and in each
RO vessel, 6 elements were installed. Feed flow to each
RO vessel was 7.25 m3/h, and the recovery was set to 40%
which results in an average permeate flux of 12.5 L/(m²h).
This study was carried out using water from to the Red
Sea that KAUST has natural access to. The water composition can be found in Table 3.
each cleaning cycle has on its standard test performance.
This experiment was done in the Red Seawater Pilot Plant
that DuPont has in MEIC at the KAUST in the KSA. Fig. 7
shows a schematic of this plant.
Fig. 6. RO section of the MEIC testing asset, used for the Red
Seawater field trials.
Table 3
Red Seawater composition
2.4. Durability study
Compound
Concentration (mg/L)
A durability study consisting of multiple cycles (7) of
caustic (pH 12, 35°C) and acid (pH 2, 25°C) cleaning-in-place
(CIP) was performed side-by-side, comparing the newly
developed FilmTec™ seawater antifouling membrane element against a fouling-resistant membrane element from
another membrane manufacturer. Before and after each
cleaning, each element was tested in recirculation under
standard test conditions, in or order to assess the effect that
Ammonium (NH4)
Barium (Ba)
Bicarbonates (HCO3)
Boron (B)
Calcium (Ca)
Carbon dioxide (CO2)
Carbonates (CO3)
Chloride (Cl)
Fluoride (F)
Magnesium (Mg)
pH
Potassium (K)
Silica (SiO2)
Sodium (Na)
Strontium (Sr)
Sulfate (SO4)
Total dissolved solids (TDS)
0.1
0.01
124
3.4
425
0.29
43
22,515
1.41
1,329
8.1
511
1
12,833
6.2
3,038
40,845
Table 2
Synthetic water composition
Compound
Concentration (mg/L)
Boron (B)
Chloride (Cl)
pH
Sodium (Na)
Total dissolved solids (TDS)
5.0
19,412
8.0
12,588
32,005
Fig. 5. The DuPont’s MEIC Water Solutions pilot plant scheme, fed by Red Seawater.
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Fig. 7. Durability study pilot plant.
3. Results and discussion
3.1. Single element pilot plant
The new seawater fouling-resistant membrane element
was able to offer up to 34% lower pressure drop than its
previous generation, as it can be seen in Fig. 8.
3.2. Synthetic seawater recirculation experiment
Stabilized permeate flow is compared in Fig. 9, where
it can be seen that the new seawater fouling-resistant membrane, the FilmTec™ SW30XFR-400/34, was able to get
the same permeate flow than the conventional FilmTec™
SW30HRLE-400. Additionally, both membrane elements
presented the same permeate flow evolution over time.
Stabilized permeate conductivity is compared in Fig. 10,
where it can be seen that the new seawater fouling-resistant membrane element, the FilmTec™ SW30XFR-400/34,
was able to get the same permeate conductivity than the
FilmTec™ SW30HRLE-400. Additionally, both membrane
elements present the same permeate conductivity evolution over time.
Pressure drop evolution is compared in Fig. 11, where
it can be seen that the new seawater fouling-resistant membrane element, the FilmTec™ SW30XFR-400/34, was able
to offer a 34% lower pressure drop than the FilmTec™
SW30HRLE-400. Additionally, both membrane elements
present the same pressure drop evolution over time.
Fig. 8. Pressure drop comparison of new FilmTec™
SW30XFR-400/34 membrane vs. the previous generation
SW30HRLE-400.
3.3. Red Seawater experiment
Stabilized permeate flow and salt rejection have
been kept similar for both Membrane A and FilmTec™
SW30XFR-400/34. Nevertheless, it can be shown that
despite both elements starting from a similar pressure drop,
then new SW30XFR-400/34 showed superior biofouling
resistance, as it can be seen from Fig. 12. This data shows
that when both elements are cleaned at the same pressure
drop (dP) cleaning trigger, in this case selected at 1.5 bar,
the Membrane A need to be chemically clean at day 22,
while the new fouling-resistant membrane element was
cleaned at day 30. These additional 8 days of extended
operation before reaching its cleaning trigger, represented
an extended operation time of 32%, which meant that in a
year, the new fouling-resistant element would need to be
cleaned 32% less often.
Fig. 9. Permeate flow evolution over time of FilmTec™
SW30HRLE-400 vs. SW30XFR-400/34.
3.4. Durability study
The new fouling-resistant membrane element has been
compared against another manufacturer’s fouling-resistant
product. Despite both membrane elements initially showed
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Fig. 10. Permeate conductivity evolution
SW30HRLE-400 vs. SW30XFR-400/34.
of
271
FilmTec™
Fig. 12. Normalized pressure drop evolution for FilmTec™
SW30XFR-400/34.
Fig. 11. Pressure drop evolution of FilmTec™ SW30HRLE-400
vs. SW30XFR-400/34.
Fig. 13. Durability study comparing FilmTec™ SW30XFR-400/34
vs. another manufacturer named Brand A.
a similar salt passage, after 7 chemical cleanings (CIPs),
the new fouling-resistant membrane element showed a
stable performance with a slight salt passage increase of
15%, while the element from another membrane manufacturing was suffering an 85% increase in salt passage.
This is particularly relevant; taking into consideration a
typical CIP frequency of 2–3 months in seawater desalination plants, this would mean that after a 1 year, the membrane named Brand A from another manufacturer will
start to show a poor performance in terms of permeate
conductivity. This study can be seen in Fig. 13.
rejection. Additionally, it was able to offer promising chemical resistance when chemical cleanings (CIPs) are performed,
where an element from another membrane manufacturing
was experiencing an 85% increase in salt passage. This is
especially important, since this would mean that in the
case of frequent chemical cleanings, after one year of operation, the membrane named Brand A from another manufacturer will start to show poor performance in terms
of permeate conductivity.
DuPont™, the DuPont Oval Logo, and all trademarks
and service marks denoted with ™, SM or ® are owned by
affiliates of DuPont de Nemours, Inc. unless otherwise noted.
4. Conclusions
The new FilmTec™ fouling-resistant membrane,
FilmTec™ SW30XFR-400/34, is presented as an innovation compared to the standard and well-known FilmTec™
SW30HRLE-400. This membrane was able to offer 34% lower
pressure drop than previous generations with a stable performance in terms of normalized permeate flow and salt
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