p 28 gutierrez - monitoring of waste
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MONITORING OF WASTE WATERS QUALITY USING A
MULTISENSOR SYSTEM
C. Jiménez-Jorquera; J. Orozco
*
; M. Gutiérrez
Instituto de Microelectrónica de Barcelona (IMB-CNM), CSIC. Campus UAB, 08193-Bellaterra, Spain.
E-mail: [email protected]
* Present adress: Observatoire Oceanologique, Laboratoire Arago, Avenue du Fontaulé, BP 44,
66651 Banyuls Sur Mer, France. E-mail: [email protected].
ABSTRACT
Access to potable water and the assessment of its quality, normally through physicochemicaland biological monitoring, are neuralgic issues worldwide. An important aspect in the
monitoring of water quality is the identification of pollution events to determine the
appropriate treatment and to preserve public health and ecosystems. This work investigates
the use of a multisensor system for monitoring the quality of wastewaters. The proposed
system is comprised of an array of electrochemical sensors fabricated with microelectronic
technology which offers advantages like reproducible fabrication, miniaturized size, massive
production and high benefit/cost ratio. Here we present the application of these sensors to
measure some parameters-pH, conductivity, ORP and electrochemical oxygen demand
(EOD)- of waste waters from a winemaking process.
RESUMEN
El acceso al agua potable y la evaluación de su calidad, realizada normalmente a través de
controles biológicos y físico-químicos, son temas de gran transcendencia para todo el mundo.
Un aspecto importante en el control de la calidad del agua es la identificación de casos de
contaminación para poder así determinar el tratamiento adecuado y preservar la salud pública
y los ecosistemas. Este trabajo indaga sobre el uso de un sistema multisensor para monitorizar
la calidad de aguas residuales. El sistema propuesto se compone de un conjunto de sensores
electroquímicos fabricados con tecnología microelectrónica que ofrece ventajas, tales como la
fabricación reproducible, el tamaño miniaturizado, la producción masiva y una elevada
relación beneficio / coste. Aquí presentamos la aplicación de estos sensores para medir
algunos parámetros como el pH, la conductividad, el potencial redox y la demanda
electroquímica de oxígeno (DEO) en aguas residuales provenientes de un proceso de
elaboración de vino.
RESUM
L’accés a l’aigua potable i la avaluació de la seva qualitat, realitzada normalment mitjançant
controls biològics i fisicoquímics, són aspectes de gran transcendència per a tot el món. Un
aspecte important en el control de la qualitat de l’aigua és la identificació de casos de
contaminació per a poder determinar el tractament adequat en cada cas y preservar la salut
pública i els ecosistemes. Aquest treball investiga sobre l’ús d’un sistema multisensor per al
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monitoratge de la qualitat d’aigües residuals. El sistema proposat està format per un conjunt
de sensors electroquímics fabricats amb tecnologia microelectrònica, la qual ofereix una sèrie
d’avantatges, com la fabricació reproduïble, la mida miniaturitzada, la producció massiva y
una elevada relació benefici / cost. Aquí presentem l’aplicació d’aquests sensors per a
mesurar alguns paràmetres com el pH, la conductivitat, el potencial redox i la demanda
electroquímica d’oxigen (DEO) en aigües residuals provinents d’un procés d’elaboració de vi.
INTRODUCTION
Water is fundamental for all the Earth’s life forms and a key issue in social and economical
development. Nowadays, due to the increase of demand of potable water and pollution,
natural water sources have became insufficient to supply all the necessities. Access to potable
water and the assessment of its quality, normally through physicochemical and biological
monitoring, are neuralgic issues worldwide. The directives concerning to water quality for
human consumption and wastewater quality are very strict. To accomplish internationalnormative, analytical systems are being placed with more extent in water treatment plants or
industrial waste water collectors to evaluate and control water quality parameters. Currently,
there are a few probes in the market for in-field analysis -mainly for pH, ORP, conductivity
and temperature- based on conventional electrodes (Naim et al., 1994; Spagnl et al., 2001) but
the majority of pollutants are measured in the laboratory with standard analytical techniques
The use of solid-state sensor arrays and microsensors for in-field monitoring of environmental
parameters is gaining interest due to their advantages over conventional sensors. Specifically,
microelectrodes fabricated with semiconductor technology are small, robust, able to
integration, have low output impedance and rapid response. They are potentially useful for
environmental applications since they can be mounted in small and compact probes designedfor in-field measurements (Artigas et al., 2001; Orozco et al., 2006; Orozco et al., 2007) or
integrated in flow systems for on-line monitoring (Jiménez et al., 1996; Artigas et al., 2003).
These systems permits automatic sampling and calibration, sample treatment and sensor
conditioning, they can be installed near the sampling place (i.e. rivers, lakes, industrial
wastes) and can also accomplish some of the requirements for in-field monitoring like low
power consumption, high autonomy and robustness. In that way it is possible to obtain
information in real time and minimize variations in the sample composition due to
transportation or storage.
The measurement of Chemical Oxygen Demand (COD) is usually performed in an effluent as
indicator of its degree of contamination by organic matter. The COD of a sample is defined asthe amount of oxidizing agent, expressed as the equivalent amount of oxygen, which is
necessary for the chemical oxidation of the sample. Usually, it is determined by means of
strong oxidizing agents such as dichromate and permanganate (Greenberg, 1999). However,
these procedures are not automatic, are time-consuming and require acid digestion, which is
highly pollutant and dangerous. The electrochemical oxygen demand (EOD) is an alternative
parameter defined as the oxygen amount equivalent to the charge consumed during
electrochemical oxidation of the sample. As such, the EOD value usually differs from the
COD data. However, measurement of the EOD can be a suitable method when a simple and
fast estimation of the contamination grade by organic matter is required.
Having in mind the lack of robust and feasible sensors for in-field analysis, we have
developed microsensors for the detection of electrochemical oxygen demand (EOD),
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conductivity and pH, together with a temperature probe. These sensors have been applied for
analyse waste water samples from a winemaking process line.
EXPERIMENTAL
Devices
ISFETs with a pH-sensitive Si3N4 gate were fabricated in the IMB with a modified aluminium
gate NMOS technology (Jiménez et al., 2005). Pt and Au microelectrodes were fabricated
using standard microelectronic technology. The silicon wafer was oxidized (1000 nm of SiO2)
and titanium or chrome (20 nm) and platinum or gold (100 nm) layers were deposited and
patterned by lift-off to form the electrodes and contact pads. For the conductivity and ORP
sensor, the design was based on a 4-electrode geometry, consisting of two external electrodes
of 2000 µm x 700 µm and two internal electrodes of 2000 µm x 240 µm spaced 240 µm. This
4-electrodes configuration was used for the conductivity sensor. For ORP measurements the
potential of only one of these 4 electrodes was measured against an Ag/AgCl (3.0 M KCl)double junction reference electrode (Orion 92-02-00). The amperometric electrode for the
EOD sensor fabrication was based on a Pt electrode of 2x2 mm2.
Once fabricated the chips (ISFETs and microelectrodes) they were glued and wire-bonded to
a standard printed circuit board (PCB) strips. Finally, they were encapsulated with a
photocurable polymer.
EOD sensors were fabricated by depositing on top of the amperometric electrodes a
composite. Composites were prepared with polystyrene, graphite as conductive material and a
mixture of AgO-CuO as catalysts. The preparation and deposition of the composite is
explained in ref. (Orozco et al., 2008).
Samples
Samples were obtained from the Torres S.A. wine cellar. In that cellar they have a wastewater
treatment plant (WWTP). The analytical data for pH, conductivity and COD obtained with
standard methods of six samples collected from the influent and six collected from the
effluent of the plant are presented in Table 1.
Samples were measured directly with pH, ORP and conductivity sensors. To measure EOD
samples were diluted 1:1 in 0.1 M NaOH before analysis in order to get the suitable pH
conditions (pH 12.8 ± 0.5).
RESULTS AND DISCUSSION
The samples were analysed with the microsensors after their calibration to assure their good
performance (Orozco, J. et al 2007). The signal obtained was interpolated in the calibration
curve and analytical data was compared with that obtained from the laboratory of the wine
cellar.
Measurement of pH and conductivity presented errors up to 10 %. For pH the average error
was 10.6% for influent samples and 1.4 % for effluent samples. As shown in Figure 1a pH
values measured with the ISFET were in general higher than with the glass electrode, and for
the influent samples the difference was greater, maybe due to the presence of suspension
matter in the samples. For conductivity values average errors were 2.5% for the influent and
4.8 % for the effluent samples. Here the dispersion of values is greater for the effluent
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samples but acceptable for conductivity measurements, highly dependent on the temperature
and the instrumentation.
Table 1. Analytical data from the influent and effluent of the wastewater plant.
pH Cond, mS/cm COD, ppm O2
Influent E07 7.3 3.9 870
E08 6.8 4.8 1290
E09 6.6 5.3 1573
E14 7.4 3.3 686
E15 7.2 4.5 1137
E16 7.6 5.5 1376
E21 6.7 4.0 568
E22 6.6 5.0
E23 6.4 5.9 563
Effluent S07 7.9 4.4
S08 7.7 4.3
S09 7.9 4.7
S14 8.2 5.1
S15 7.7 4.9
S16 8.3 5.0
S21 7.7 5.2
S23 8.1 5.1
Conductivity
2
3
3
4
4
5
5
6
6
E07 E08 E09 E14 E15 E16 E21 E22 E23
C o n d u c t i v i t y , m S / c m
influent m icrosensorinfluent probeeffluent microsensoreffluent probe
pH
4.0
4.5
5.0
5.5
6.0
6.5
7.0
7.5
8.0
8.5
9.0
E07 E08 E09 E14 E15 E16 E21 E22 E23
ISFET influent
pH influent
ISFET effluent
pH effluent
a) b)
Figure 1. Values of pH (a) and conductivity (b) for the microsensors and standard
electrodes from WWTP samples.
Regarding to ORP values, no data was provided from the laboratory. However, the values
obtained with our microsensors show the difference between the samples before the treatment
and after, assessing the clear the effect of stabilization achieved with this treatment (Figure 2).
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as Figure 3 shows.
Values of EOD were not in accordance with COD values measured with the standard method.
Figure 3. DQO/EOD values of standard method and microsensors from the
influent samples of WWTP.
CONCLUSIO
e a good alternative for measurement of environmental parameters. These
are small, thus can be integrated in the same platform or in a compact flow system to get
a flow system to obtain a multisensor system that combined multivariante data
Figure 2. Microsensors ORP values from the WWTP.
Only the EOD of effluent samples were measured with our microsensors,
This fact is due to that the oxidative capacity of the catalysts in the composite electrode is
limited to not complex organic material. However, the results demonstrated that a constant
ratio is maintained between both values (factor DQO/EOD=10). Then, the microsensors could
be used for rapid determinations in order to make preliminary decisions.
NS
Microsensors can b
automatic calibration and sample treatment; are reproducible, have fast response, low power
consumption, which is quite valuable for autonomous systems placed in field, etc. Results
shown here demonstrate that the accuracy of microsensors compared with standard probes is
good.
Further work is addressed to implement all the sensors in the same platform and integrate
them in
DQO influent
0
200
400
600
800
1000
1200
14001600
1800
E07 E08 E09 E14 E15 E16 E21 E22 E23
p p m O
2
EOD sensors
DQO standard
ORP influent
-250
-200
-150
-100
-50
0
50
100
150
E07 E08 E09 E14 E15 E16 E21 E22 E23
Sample
O R P , m V
ORP effluent
0
50
100
150
200
250
S07 S08 S09 S14 S15 S16 S21 S23
Sample
O R P , m V
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treatment will provide more automatic and autonomous systems with high accuracy. These
systems can be applied to get the global quality of waters.
ACKNOWLEDGEMENTS
The supplying of samples and analytical data from Miguel Torres S.A. is kindlyacknowledged.
nez, C.; Domínguez, C.; Mínguez, S.; Gonzalo, A.; Alonso, J. 2003.
Development of a multiparametric analyser based on ISFET sensors applied to process
water
Water, Air, and Soil
be based on solid-state microsensors. Anal. Chim. Acta 579: 95-101.
Composite planar electrode for sensing electrochemical oxygen demand. Anal.
nductivity and dissolved oxygen in nitrogen and phosphorus
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