Ceramic membranes from Moroccan natural clay and phosphate for industrial water treatment
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Transcript of Ceramic membranes from Moroccan natural clay and phosphate for industrial water treatment
Ceramic membranes from Moroccan natural clay andphosphate for industrial water treatment
L. Palacioa, Y. Bouzerdib, M. Ouammoub, A. Albizaneb, J. Bennazhab,A. Hernándeza, J.I. Calvoa,*
aDepartamento de Física Aplicada, Facultad de Ciencias, Universidad de Valladolid, 47071 – Valladolid,Spain, Real de Burgos, s/n, 47071–Valladolid (Spain)Tel. + 34 983 423 758: email: [email protected]
bLaboratoire Matériaux Catalyse et Environnement (L.M.C.E.), Département de Chimie, Faculté des Sciences etTechniques, Université Hassan II Mohammadia, BP. 146, 20650-Mohammadia (Maroc)
Received 30 June 2008; revised 01 December 2008; accepted 09 February 2009
Abstract
Ceramic MF membranes have been made from clays and phosphates, coming from Moroccan ores. Several flatdisk filters have been obtained by sintering the mixed materials with starch as organic additive. The resultingfilters have been characterized by using mercury porosimetry, air and water permeation, to choose the best fabri-cation parameters. Resulting optimized membranes have been used to treat dye containing solutions to check theutility of such filters in the waste water treatment for Moroccan textile industry. Results are quite promising, allow-ing these filters to be used as a previous clarification step in textile water treatment.
Keywords: Ceramic membranes; Natural clay, Micronized phosphate; Mercury porosimetry; Permeability; Dyeretention
1. Introduction
Membrane-based separation technologies
have found a widespread use in biotechnological,
pharmaceutical, and food industries or to treat
many other industrial effluents, interestingly by
the added value of the by-products or by envi-
ronmental reasons. Pressure based processes
such as Microfiltration (MF), Ultrafiltration (UF)
or Nanofiltration (NF) offer a wide range of sep-
aration procedures able to recover, concentrate,
or purify valuable solvents in all these industrial
fields. Nevertheless fouling is the main problem
in membrane processes as it diminishes the
membrane performance, leading to increased
Desalination 246 (2009) 128–134
*Corresponding author.
Presented at the conference Engineering with Membranes 2008; Membrane Processes: Development, Monitoring andModelling – From the Nano to the Macro Scale – (EWM 2008), May 25–28, 2008, Vale do Lobo, Algarve, Portugal.
0011-9164/0X/$– See front matter © 200X Elsevier B.V. All rights reserved.
doi: 10.1016/j.desal.0000.00.000
L. Palacio et al. / Desalination 246 (2009) 128–134 129
operational and energy costs but also to scaled
replacing costs, which are largely the biggest
investment costs in a membrane separation plant.
To minimize the influence of fouling on the
membranes, several procedures of aggressive
mechanical and/or chemical cleaning are usually
employed in membrane plants. These proce-
dures, along with the sterilization very often
needed in pharmaceutical industry, are prone to
cause damage in the membrane structure, espe-
cially for polymeric membranes. This is a reason
which has increased the interest on the use of
inorganic and, specially, ceramic membranes.
Nevertheless normally ceramic membranes
are more expensive than usual polymeric ones. In
that sense, the research on new membranes using
cheaper ceramic materials should benefit wide-
spread use of membrane technology, specially for
emerging countries, where many environmental
problems need to be solved at low cost.
Clay minerals and phosphates are a well-
known class of natural inorganic materials, but its
application to membrane making is still new. Only
some works deal with clay membranes in tubular
form, [1–5], but very few as flat disks, [6]. None
have successfully used micronized natural phos-
phate as base material for ceramic membranes.
The aim of this work was to develop new fil-
ters made from natural materials, abundant in
Morocco, and obtained with a simple and low
cost process. These filters are intended to be used
in the industrial waste water treatment, especially
in relevant Moroccan industries such as textiles.
2. Materials and Methods
2.1. Membranes
Several flat disks were made from natural clay
and micronized phosphate, both coming from
Moroccan ores. The plastic pastes were prepared
in a dry route, departing from ceramic powders
of source materials, homogeneously mixed with
organic additives and without water addition. The
chemical compositions of both powders are
shown in Tables 1 and 2, as determined by X-Ray
Fluorescence. Different contents of starch were
used as organic additives, being very adequate to
give resulting filters hydrophilic properties,
needed for materials treating water solutions. The
mixed powder was axially pressed to get flat
disks, which were then sintered at different tem-
peratures, using a programmable furnace.
Two heating programs were developed ade-
quate for each membrane material. In the case of
clay, the heating program ended at 950ºC, with
plateaus at 250, 750 and 950ºC, being enough to
get a stable structure. While for the case of
micronized phosphate new heating steps were
added to achieve a final temperature of 1250ºC.
This difference of temperature allowed avoiding
Table 1Mineralogical composition of claya
Oxide SiO2
Al2O
3Fe
2O
3CaO MgO SO
3K
2O
% 49.25 16.92 5.78 18.65 2.78 0.80 1.45
aThe chemical analysis of the clay and natural phosphate has been realised with X-Ray Fluorescence (Philips PW14000).
Table 2Mineralogical composition of natural phosphate
Oxide P2O
5CaO F– CO
2SiO
2Fe
2O
3Al
2O
3
% 30.7 49.57 3.56 6.35 5.40 0.19 0.26
130 L. Palacio et al. / Desalination 246 (2009) 128–134
phosphate tablets breaking. The temperature
increase between plateaus was made at speeds
ranging from 1–5ºC/min.
Finally some additional tablets were prepared
with 30% (w/w) of phosphate and 70% (w/w) of
clay, to check if the mixed membranes properties
are governed by the clay or the phosphate present
in the mixture. These samples will be named
CPM (mixed clay–phosphate) henceforth.
2.2. Mercury porosimetry and Scanningelectron microscopy
Mercury intrusion porosimetry was used to
determine the pore size distribution of the result-
ing tablets. An Autopore III from Micromeritics
was used with usual values of 130º for the contact
angle and 485 dyne/cm for the surface tension of
the mercury–membrane interface.
SEM surface micrographs were taken from
different samples using a JEOL apparatus, after
gold sputtering onto samples surfaces, and with
accelerating voltage of 15 kV.
2.3. Water and air permeabilities
The water permeability for distilled and Milli-
Q treated water was measured for several disks
of different base material and starch content. Per-
meability was measured at different pressures
ranging from 0 to 7000 Pa.
Air permeabilities were measured using a
Coulter Porometer II, which using a source of
clean and dry air, is able to determine the flow
of air for selected pressures in the range of 0–
3.5 bar.
2.4. Retention experiments
To determine the response of our membranes
to waste water filtration, some experiments were
conducted where the apparent retention of dye
containing solutions was measured as a function
of time. Filtration experiments lasted at least
2.5 h. and 2 mL of permeate were collected at
selected time spans, to measure the permeate con-
centration.
Three dyes were considered, all very com-
monly used in the textile industries of Morocco,
murexide (NH4C
8H
4N
5O
6, or C
8H
5N
5O
6 • NH
3),
also called ammonium purpurate; methyl
orange (C14
H14
N3NaO
3S) and potassium chro-
mate (K2CrO
4). For each dye, 2 L of water
solution were prepared and filtered at low pres-
sure (1500 Pa) through several disk of mem-
brane. All experiments were done at low
concentration to avoid signal saturation in the
spectrophotometer.
Initial and time filtered solution concentra-
tions were measured in a UV-Visible Spectropho-
tometer, UV-160A, from Shimadzu. For each dye
the measurement wavelength was adjusted for its
absorbance maximum and then absorbance was
measured with pure water reference. Finally
some experiments were conducted under contin-
uous recirculation mode, by using a peristaltic
pump, Gilson Minipuls. In this case, the samples
taken to measure the concentration were later put
back in the feeding solution to maintain the initial
volume of fluid.
3. Results
3.1. Mercury porosimetry and Scanningelectron microscopy
Mercury intrusion porosimetry was used ini-
tially to determine the influence of the starch
content on the final pore size distributions.
Results of mercury intruded volume versus pore
size, for clay and different starch contents are
shown in Fig. 1. It can be seen how the addition
of some starch leads to broader distributions
shifted to bigger pores, thus increasing the mean
pore size.
On the other side the SEM images (see Fig. 2)
for all the samples show a broad distribution of
voids and pores around some microns, confirm-
ing the mercury intrusion values.
L. Palacio et al. / Desalination 246 (2009) 128–134 131
amounts of fluid at lower costs. The water per-
meabilities for different samples made from clay
and phosphate are presented in Fig. 3, as a func-
tion of the starch content. Results of permeability
for mixed clay–phosphate (CPM) tablets are also
presented.
From the figure it is clear that higher contents
of starch render the filters more permeable due to
the increase on mean pore size yet commented
from mercury porosimetry results but also due to
an increase on the filter hydrophilicity. Probably
the reason for this behavior is that fast evaporation
of starch during sintering process gives rise to big-
ger voids and pores. On the other hand clay
appears to have more permeability than phosphate
while the mixed membranes appear to have behav-
ior closer to that of pure clay. In fact, and taking
into account experimental errors, it seems that
water permeability is governed by clay while phos-
phate has negligible influence on such a parameter.
d (µm)0.0 0.3 0.6 0.9 1.2 1.5 1.8 2.1 2.4
Vol
Hg
(m
L g–1
)
0.00
0.01
0.02
0.03
0.04
0.05
0.06Clay only+ 5 % starch+ 10 % starch+ 15 % starch
Fig. 1. Volume of mercury intruded in the samples ver-
sus pore diameter, for several samples of clay and differ-
ent contents on starch.
a) Clay
b) Phosphate
c) CPM
Fig. 2. Top-view SEM images of different samples made with 35% of starch as additive. (a) Clay, (b) Phosphate and (c)
Clay–phosphate mixed membrane.
3.2. Water permeability
Water permeability is always a key factor on
membrane applications, as allows treating higher
132 L. Palacio et al. / Desalination 246 (2009) 128–134
3.3. Air permeability
Similarly the air permeability to clean air was
measured for different samples of variable starch
content and different material (clay, phosphate
and CPM). Results are shown in Fig. 4 as a func-
tion of starch content.
As obtained for water permeation, results
show that increasing starch content lead to more
permeable membranes, with similar perform-
ances for clay and CPM-based membranes and
somehow lower for phosphate.
Water permeability
Starch content (%)
15 20 25 30 35 40
Per
mea
bilit
y (m
s–1
Pa–1
× 1
0–8)
0
2
4
6
8
10
12
14
16
ClayPhosphateCPM
Fig. 3. Water permeability (in m s–1/Pa) for each mem-
brane material with different starch contents.
Air permeability
Starch content (%)
15 20 25 30 35 40
Per
mea
bilit
y (L
min
–1 c
m–2
bar
)
1.8
1.6
1.4
1.2
1.0
0.8
0.6
0.4
0.2
0.0
ClayPhosphateCPM
Fig. 4. Air permeability (in L/min m2 bar) for each mem-
brane material with different starch contents.
Taking into account all the facts exposed in
the previous sections and figures, we decided to
fix best conditions of membrane making at 35%
(content of starch), so further results should be
related with such values.
3.4. Dye retention
Selected samples of each material were used
to filter water containing several dyes commonly
used in the traditional textile industry in Morocco.
The permeate concentration was measured at dif-
ferent times of filtration by UV spectrophotometry
and compared with initial concentration to obtain
total dye observed retentions, as follows:
where Robs
is the observed retention, Cp the perme-
ate concentration, and C0
the initial concentration.
Results on dye retention are shown for
murexide in Fig. 5 and for methyl-orange in Fig.
6, both for clay, phosphate, and CPM. The
behavior of both dyes (and also similarly for
potassium chromate are not shown here) show
interesting retentions, increasing with time to
achieve a plateau in 3–4 h (around 30–40% for
RCC
pobs
0
1= −⎛
⎝⎜
⎞
⎠⎟
T (min)0 50 100 150 200
Rob
s (d
imen
sion
less
)
0.0
0.1
0.2
0.3
0.4
0.5
0.6
ClayPhosphateCPM
Murexide
Fig. 5. Observed retention of low concentration solutions
of Murexide versus time for each membrane material and
35% starch content.
L. Palacio et al. / Desalination 246 (2009) 128–134 133
T (min)
0 50 100 150 200 250
Rob
s (d
imen
sion
less
)
0.00
0.05
0.10
0.15
0.20
0.25
0.30
ClayPhosphateCPM
Methyl-orange
Fig. 6. Observed retention of low concentration solutions
of Methyl-Orange versus time for each membrane mate-
rial and 35% starch content.
methyl-orange and potassium chromate and even
higher for murexide).
Since the relative ratio between the dyes mole-
cules and expected pore sizes (higher than 0.3μm)
makes clear that retention is based more on spe-
cific affinity than in steric factors. This could make
retention properties to be lost with time, decreasing
performance of the filters for such application.
Hence some long-term experiments were done to
clarify such a fact. Several samples were used in
continuous recirculation experiments, an example
is shown in Fig. 7 for phosphate. The experiments
were conducted for 6 h changing the solution for a
fresh one after 3 h. The experiment showed that
retention sharply decreased after changing solu-
tions but later a new plateau was obtained similar
to the previous one after another 3 h.
4. Conclusions
Natural Moroccan clay and micronized natu-
ral phosphate are a good selection, as materials
for ceramic membranes, since they are cheaper
than usually employed materials. Also the
process of using flat filters makes it cheaper than
others membrane manufacturing processes. The
resulting filters present reasonable characteristics
of permeability for water and air.
Especially interesting and promising are the
results on retention of industrial tinctures which
allow envisaging these membranes to design a
first clarification step of wastewater treatment on
textile industries. Nevertheless more study would
need to be performed before a competitive appli-
cation can be proposed.
Acknowledgements
This work has been funded by the Spanish
International Cooperation Agency, AECI (PCI
Spain–Maroc Program), through projects:
A/3645/05 and A/5937/06.
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