Desalination and Water Treatment
www.deswater.com
197 (2020) 67–75
September
doi: 10.5004/dwt.2020.25971
Study of flow dynamic behavior of electrochemical reactor for treating
liquid biomedical wastewater
Mohamed Yacin Sikkandara,*, S. Sabarunisha Begumb, N.M. Sudharsanc, N.B. Prakashd
a
Department of Medical Equipment Technology, CAMS, Majmaah University, Al Majmaah 11952, Saudi Arabia,
email: m.sikkandar@mu.edu.sa (M.Y. Sikkandar)
b
Department of Chemical Engineering, Sethu Institute of Technology, Virudhunagar, India, email: sabarunisha@sethu.ac.in (S.S. Begum)
c
Department of Mechanical Engineering, Rajalakshmi Engineering College, Chennai, India, email: sudharsan.nm@rajalakshmi.edu.in
(N.M. Sudharsan)
d
Department of Electrical and Electronics Engineering, National Engineering College, Kovilpatti, India,
email: nbprakas@gmail.com (N.B. Prakash)
Received 4 December 2019; Accepted 9 April 2020
abstract
In this paper, the flow dynamic behavior of the filter press electrochemical reactor (FPECR) has
been investigated for the treatment of liquid biomedical wastewater. The residence time distribution is utilized as a tool to investigate the flow dynamic behavior of the electrolyte within the
reactor. The reactor is operated at different current densities of 2, 4, 6, 8, and 10 A/dm2 with RuO2/
Ti as an electrode by varying flow rates such as 20, 40, 60, 80, and 100 L/h. Impacts of various flow
rates on flow dynamics were examined. The outcomes of this study demonstrate the presence of
a dead volume and short-circuiting in the reactor were reduced for the lowest flow rate of 20 L/h
in the reactor at 10 A/dm2. The potential of the FPECR was experimentally validated by analyzing
the chemical oxygen demand (COD) removal efficiency, total dissolved solids, and total suspended
solids emanating from the wastewater. Findings of this study reveal that maximum COD reduction
of about 94% was achieved with a maximum current efficiency of 18.47% at a flow rate of 20 L/h
which has good mixing and less back mixing condition inside the reactor. The experimental findings
prove that the FPECR can be used for the treatment of pharmaceutical-based liquid biomedical waste
and can achieve the quality of the standards prescribed for reuse of biomedical wastewater.
Keywords: Electrochemical reactor; Flow dynamics; Residence time distribution; Liquid biomedical
wastewater; Chemical oxygen demand
1. Introduction
Biomedical waste is the one which are generated in
the form of swabs, discarded syringes, plastics, unused
specimens, etc., from the hospitals or any other healthcare
facilities. These wastes may be either in the form of solid or
liquid which are produced by means of diagnosis, immunization, and/or treatment of human beings or animals; and
also, may be as a result of research or testing of animals,
etc., [1]. Liquid biomedical waste is mostly from the points
such as operation theatre, labor ward, laboratory, restaurant,
washrooms, lavatory, etc. Some of the hospitals and health
care centers that are not having effluent treatment plants
(ETPs) are just separating these wastes and discharges as
effluent into a drainage system. This biomedical liquid waste
effluent contains a lot of infections and disease-causing
pathogens which will affect the people if it is left to run out
into local bodies of water such as rivers, lakes, ponds, etc.
Of all other biomedical waste, it is generally considered that
* Corresponding author.
1944-3994/1944-3986 © 2020 Desalination Publications. All rights reserved.
68
M.Y. Sikkandar et al. / Desalination and Water Treatment 197 (2020) 67–75
liquid waste would possesses major threat to human health
and surroundings because of its potential to pass into the
water bodies and pollute them [2].
It is clearly mentioned in the BioMedical Waste (Management and Handling) Rules of India, 1998, that wastewater can be reused by establishing ETPs in the hospitals
or healthcare facilities itself [3]. Also, the rule states that
hospitals that are not owning their ETPs should treat the
wastewater chemically and to be discharged into the public drainage system provided it should be linked to the
water treatment plant of local government bodies. This
discharged wastewater contains organic/inorganic solids
and microbial contaminants which can be measured by the
biochemical oxygen demand (BOD) and chemical oxygen
demand (COD) tests. The permissible limit of liquid biomedical wastewater coming out of a health care facility/
hospital as effluent should adhere to certain standards:
pH 6.5–8.5; total suspended solids (TSS) 110 mg/L; oil and
grease 15 mg/L; BOD 35 mg/L; COD 260 mg/L [4].
Most existing systems and technologies being used in
handling liquid biomedical waste are failing to address the
problem of effective management of liquid waste. Emerging
technologies include mechano-chemical treatment, plasma
pyrolysis, sonic technology, alkaline hydrolysis, solvated
electron technology, electrochemical technologies, and phyto-technology [5]. Of the other emerging treatment technologies, electrochemical technology provides an ideal solution
to address the environmental problems caused by biomedical waste which leaves no secondary pollutants after treatment. Several electro-chemical reactors such as cylindrical
and tubular type, plate and frame filter press type, rotating cells, tank reactors, three-phase electrochemical reactors of fixed bed, fluidized bed, etc., are used for treating
wastewater [6]. Electrochemical oxidation technology has
been explored for various wastewater treatment processes
such as textile, diary, tannery, oil refinery, petrochemical,
pharmaceutical effluents, etc., by many researchers using
different electrochemical reactors [7,8]. Out of all other
electrochemical reactors, the most ideal type which can be
used for treating liquid biomedical waste is a filter press
type electrochemical reactor (FPECR) in which the fluid
flow inside FPECR can often assumed as dispersed plug
flow of fluid. FPECR has higher mass transfer coefficients
even at low axial flow rates thereby showing improvement
in the pollutant removal rate with high current efficiency.
In the electrochemical reactor system, effluents containing oxidizable species as pollutants are the one which are
much suitable for treating under electro-oxidation process
[9]. Electron is the main reagent used in the electrochemical
system which avoids the addition of other reagents and production of secondary pollutant after the treatment process
while the other treatment technologies does [10,11]. During
the process, the pollutants are broken down by direct or indirect anodic oxidation methods. In the direct electro-oxidation
process, the pollutants get adsorbed on the surface of the
anode and devastated by the electron transfer reaction at
the anode. In the indirect electro-oxidation method, strong
oxidants such as ozone, hypochlorite/chlorine, and hydrogen
peroxide are generated electrochemically and destroy pollutants in the effluent [12,13]. Many researchers have investigated various electrochemical treatment technologies for
treating effluents from dairy, pharmaceutical, textile, leather,
oil refinery, etc., [14–19]. But it’s hard to find literature on
electrochemical treatment of biomedical liquid wastewater.
In the electrochemical reactor system, the efficiency
of organics degradation during electro-oxidation process
depends on the optimum time spent by the wastewater in
the reactor [20]. Analyzing the mixing characteristics of the
fluid in the treatment system plays a vital role as it affects
both the efficiency of the treatment process and the hydrodynamic behavior of the reactor [21]. Studying the hydrodynamic behavior of the liquid flow helps to determine
the residence time and distribution of fluid flow inside the
reactor [22]. Good mixing promotes the degradation rate
making the reactor system to approach ideal state [23]. In
order to achieve a good electrochemical reactor design, it
is important to study the flow characteristics of the fluid
during the electro treatment process. To overcome the limitation that occurred in the real reactors, it is essential to
design a reactor with less non-ideal effects such as channeling of fluid elements, back mixing, short-circuiting and
dead, or stagnant zones. These non-ideal defects lower
the performance of the reactor in either pilot plant or
industrial scale [24,25].
In this research work, all these non-ideal defects are
eliminated by studying the flow dynamics of the reactor
thereby evaluating residence time distribution (RTD) and
degree of dispersion of flow elements inside the FPECR.
The reactor performance was evaluated for treating liquid
biomedical wastewater during electro-oxidation process.
The flow characterization inside the reactor was done for
various flow rates such as 20, 40, 60, 80, and 100 L/h. The
biomedical wastewater degradation experiments were
carried out in FPECR using Ti/RuO2 anode with same flow
rates (20, 40, 60, 80, and 100 L/h) and different current densities (2, 4, 6, 8, and 10 A/dm2) and reported the reductions
in COD, total dissolved solids (TDS), SS, pH, and current
efficiency during the process of electrochemical treatment.
Thus, our present study has been attempted to investigate
the flow dynamic behavior of FPECR and study the experimental validation for the treatment of liquid biomedical
wastewater.
2. Experimental section
2.1. Materials
Pharmaceutical based biomedical wastewater was
collected from a hospital ETP unit in Chennai, India.
The composition of the wastewater is determined using
APHA Standard Methods [26] and are presented in Table 1.
2.2. Experimental set up
The schematic representation of a benchtop filter press
electrochemical reactor (FPECR) for performing the treatment of liquid biomedical wastewater experiments is
shown in Fig. 1. The experimental set up consists of two
parts, one is fluid flow circuit consists of a magnetically
driven self-priming centrifugal pump, a flow meter, and
the electrolytic cell and the other is electrical circuit consists
of a regulated direct current power supply, ammeter, and the
M.Y. Sikkandar et al. / Desalination and Water Treatment 197 (2020) 67–75
Table 1
Characteristics of pharmaceutical based liquid biomedical
wastewater
Parameters
Raw effluent
Color
Odour
COD (mg/L)
TDS (mg/L)
TSS (mg/L)
pH
Black
Organic smell
1,636
1,200
230
6.1
cell with the voltmeter connected in parallel to the reactor.
Experiments were conducted under various current densities (2, 4, 6, 8, and 10 A/dm2) and different flow rates (20, 40,
60, 80, and 100 L/h) using ruthenium oxide (RuO2) coated
on titanium mesh (Ti) as anode and stainless-steel acting as
a cathode. The length and breadth of the electrode plates
(stainless steel cathode and RuO2 coated Ti mesh anode)
are 7 cm each. The thickness of the electrode is 0.12 cm.
The RuO2/Ti anode has 60% perforation which resulted in
an effective anode area of 39.2 cm2. The anode and cathode
plates are organized like filter press type arrangement and
are mounted in between cell frames. In FPECR, batch recirculation operation was performed, and the reactor holdup
is 0.352 L. The FPECR is fixed with a rigid frame, and the
electrodes are connected to a power supply made of AE
Rectifier (230 V input, 0–50 V output, 100 A). DC power is
supplied to the electrodes and the experiments are carried
out under various current densities (2, 4, 6, 8, and 10 A/dm2)
and different flow rates (20, 40, 60, 80, and 100 L/h).
2.3. Electrode (RuO2/Ti) preparation
Thin RuO2 film coated on Ti electrode, commonly
known as dimensionally stable anodes (DSAs), are the most
widely utilized anodes for the electrochemical treatment
due to their excellent stability. These electrodes have excellent corrosion resistance and high electrocatalytic activity.
RuO2/Ti is prepared by thermal decomposition technique,
in which the following steps are involved: dissolution in
69
isopropanol of the coating component (RuCl3) and application on the pretreated titanium substrate by brush,
drying at 80°C, thermal decomposition at high temperature (~500°C), cooling, and repeating the above operation
until the desired amount of coating is reached (~35 g/m2),
finally post-heat treatment at 550°C for 1 h.
2.4. Experimental procedure
2.4.1. RTD experiment
All RTD experiments were carried in FPECR out with
water as an electrolyte and HCl acting as a tracer in room
temperature conditions. At different inlet flow rates (20, 40,
60, 80, and 100 L/h) water from the effluent reservoir was
allowed to pass into the reactor. In the pulse input mode,
5 mL of HCl was injected into the reactor entrance in continuous operation. The time and conductivity of the water
were noted at regular intervals of time (30 s) at the reactor
outlet. The experiment was about to end when the conductivity reduced to the level of normal water. The experimental
value of exit age distribution E(t) was determined to optimize
the flow characterization and performance of the reactor.
2.4.2. Treatment of liquid biomedical wastewater
For treating the pharmaceutical-based biomedical wastewater, the experiments were performed in filter press type
electrochemical reactor (Fig. 1). One liter of effluent per
batch of electrolysis is electrolyzed by passing different current densities (2, 4, 6, 8, and 10 A/dm2) and the process of
electrolysis is carried out at various flow rates (20, 40, 60, 80,
and 100 L/h) of electrolyte. To verify the destruction of COD,
samples were drawn at predetermined intervals to measure
the values of COD. All the experiments were conducted in
triplicate for each experimental condition to get the mean
concordant value. Statistical analysis was done to find mean,
variance standard deviation, standard error, etc., and incorporated in the Figures of results and discussion section.
2.5. RTD profiles and its design parameters
The experimental determination of RTD was done by
using the method of tracer response. E(t) curve is obtained
Fig. 1. Schematic representation of filer press type electrochemical reactor (FPECR) set up.
70
M.Y. Sikkandar et al. / Desalination and Water Treatment 197 (2020) 67–75
by dividing the concentration of the tracer C(t) to its integral
at time t. Using the following equation, E(t) curve can be
evaluated [27]:
E (t ) =
C (t )
(1)
C t dt
∫ 0 ( )
∞
The characteristic RTD design parameters of fluid flow
characteristics inside the reactor system can be determined
from the below relations:
tm = ∫ tE ( t ) dt
(2)
0
Vr
Q
(3)
∞
Y − Y
R= 0
100
Y0
(9)
where Y0 and Y were initial and final values of COD measured during experimental runs.
3. Results and discussion
3.1. Effect of flow rates on flow dynamics
∞
τ=
standard methods. The removal efficiency of COD (R) was
calculated using the following equation:
σ 2 = ∫ ( t − tm ) E ( t ) dt
2
(4)
0
For the closed vessel configuration, the dispersion
D
can be calculated by trial and error pronumber N d =
uL
cedure using Eq. (5) by the trial and error method, when
the dispersion number is less than one [28].
2
D
D
σ2
( uL )
− 2
1 − e
2 = 2
( uL )
( uL )
tm
(
D
)
(5)
where σ2 is the variance in min2; tm is the mean residence
time in min; D is the diffusion coefficient in (m2/s); u is the
fluid flow velocity in m/s; L is the length of the reactor in m;
Vr is the reactor volume in L; and Q is the volumetric flow
rate of the fluid in (L/h).
To analyze the relationships between various RTD
design parameters such as peak time (tp), hydraulic total residence time (τ), and mean residence time (tm), the following
relations were used [21,25]:
Plug flow index =
tp
Dead zone index =
τ
tm
τ
tp
Short circuiting index = 1 −
t
m
The effect of fluid flow characteristics in FPECR was
analyzed by evaluating various flow rates such as 20, 40, 60,
80, and 100 L/h. The effect of flow rates was found to be significant on the obtained RTDs and on the fluid flow behavior in the FPECR. Fig. 2 shows the exit age distribution E(t)
curve for various flow rates. The non-symmetrical E(t) curve
shows the presence of short-circuiting or bypassing along
the reactor [25]. From Fig. 2, it was found that on increasing
the flow rate, the peak points in E(t) curve reached the highest value of 0.91 for the flow rate of 20 L/h which has good
mixing condition and lack of back mixing characteristics.
Thus, the flow behavior for the flow rate of 20 L/h indicates
less non-ideality conditions. The E(t) curve also approached
near symmetrical for 20 L/h depicting much less shortcircuiting condition along the reactor length and thus the
flow in FPECR tends to approach the condition of plug flow.
Table 2 shows the various design parameters evaluated using RTD experiments and depicts the value of plug
flow index upon increasing the flow rate of the effluent;
it approached a higher value of 0.93 for the minimal flow
(6)
(7)
(8)
2.6. Analytical procedure for degradation experiments
The wastewater analyses such as pH, conductivity,
COD, TDS, and TSS were carried out in agreement with
the American Public Health Association (APHA) standard
methods for examination of water and wastewater [26].
The samples withdrawn during experimental runs were
titrated with concentrated sulfuric acid to arrest the variation of COD and analysis of COD is carried out as per
Fig. 2. Exit age distribution E(t) curve for different flow rates
71
M.Y. Sikkandar et al. / Desalination and Water Treatment 197 (2020) 67–75
Table 2
Parameters obtained using the data of RTD experiments
Flow
rate (L/h)
τ (min)
tm (min)
tp (min)
σ2 (min)2
[D/(uL)]
Plug flow
index, tp/τ
Dead zone
index, tm/τ
Short circuiting
index, 1 – (tp/tm)
20
40
60
80
100
2.2
2.5
2.9
3.6
4.0
0.82
1.40
2.38
3.56
4.88
2
2
2
1.5
1.5
0.243
0.282
0.845
5.069
17.610
0.140
0.223
0.313
0.428
0.879
0.91
0.79
0.69
0.42
0.38
0.370
0.558
0.821
0.988
1.220
–
–
0.159
0.578
0.693
rate of 20 L/h. This shows that the liquid flow behavior of
FPECR approaches to plug flow conditions to a greater
extent with the existence of mesh type RuO2/Ti electrode.
The calculation depicts the occurrence of a dead or stagnant
zone was found to be less and the effect of short-circuiting
is removed at flow rate of 20 L/h. The dispersion number
is shown in Table 2 also supports the results.
The fluid flow behavior in FPECR shows the lowest
deviation from plug flow [(D/(uL) = 0.140] only at the inlet
flow rate of 20 L/h on comparing with other flow rates.
The variance (σ2) and dispersion (D) influence on the efficiency of the electrochemical reactor to degrade the effluent. RTD data discussed above have been compared with
the experimental results of the biomedical wastewater degradation studies carried out with the same set of inlet flow
rates of the effluent. The plug flow behavior of the flow
rate (20 L/h) from the RTD analysis matches well with the
experimental degradation studies in FPECR producing a
higher percentage of COD removal.
3.2. Effect of flow rates on COD removal
Optimization of flow rate is important in investigating the efficiency of wastewater treatment in the electrochemical reactor. The effect of flow rate on the removal
efficiency of COD was studied by carrying out experiments
at various flow rates such as 20, 40, 60, 80, and 100 L/h at
a current density of 10 A/dm2. COD analysis was carried
out for samples collected at regular intervals of experimental runs operated for various flow rates (20, 40, 60, 80, and
100 L/h). Keeping the initial COD of the sample in the range
of 1,630–1,650 mg/L, the electro-oxidation process was
done to attain the final COD after 8 h of electrolysis time.
Fig. 3a shows the degradation of COD with standard error
bars for various flow rates from its initial value to a final
level concerning to the electrolysis time.
The COD removal efficiency was calculated for all flow
rates and are shown in Fig. 3b. It was found that COD
removal efficiency was found to be very high with 94% for
the flow rate of 20 L/h. Results showed that higher COD
reduction occurred at 20 L/h at which the fluid flow characteristics of FPECR approach to plug flow behavior with
effective removal of short-circuiting and avoiding the presence of stagnant zones to a greater extent.
and 10 A/dm2. Experiments were conducted by varying
current densities at the flow rate of 20 L/h which showed
higher COD reductions with plug flow behavior inside
the reactor. Fig. 4 shows that the COD reductions were
found to high from 1,636 to 94 mg/L at a higher current
density of 10 A/dm2. Thus, by increasing the current densities, the percentage reduction of COD also gets increased
and attained to a higher percentage of 94% for 10 A/dm2
as shown in Fig. 5. This might be due to the generation of
electron transfer mediators at fairly high current densities so that a steady-state concentration available to bring
about oxidation of the organic compounds present in the
biomedical liquid wastewater.
Similarly, Fig. 5 also shows the effect of applied current on the percentage reduction of COD of the biomedical
wastewater as a function of time. COD reduction (%) was
found to be high (94%) at current 3.9 A applied to the process. Higher the current employed to the process, the percentage reduction of COD also gets increased which might
be due to greater evolution of O2 on the electrode surface
causing improved mass transfer rates which could affect
the by-product formation.
Thus, under the ideal plug flow conditions with less
dead zone and no short-circuiting at the current density
of 10 A/dm2 with 3.9 A and flow rate of 20 L/h, the overall current efficiency was found to reach a higher value of
18.47% when compared to other current densities and is
shown in Fig. 6. Lower the consumption of current during
the operation in FPECR reduces the operational cost of the
system. As a result, FPECR system approach the plug flow
behavior with less utilization of power.
3.4. Variation of pH on COD removal
3.3. Effect of current density on COD removal
Variation in pH often controls the charge on the products of hydrolysis and metal hydroxides precipitation during
the electrolysis process [29]. To analyze its variation effects
during the treatment of biomedical wastewater, pH was
monitored at regular intervals, and the results are shown in
Fig. 7. The initial pH of the wastewater was 6.1 at the start of
electrolysis process and it reached to alkaline value of 8.1 at
the end of treatment process. In acidic conditions, or at an
initial pH of 6.1, hydrogen gas was generated at the cathode
according to Eq. (10). In neutral or alkaline conditions, or at
final pH value of 8.1 at the end of electrolysis, a reduction
reaction produced hydrogen gas, as in Eq. (11) [30].
Figs. 4 and 5 show the effect of current density on COD
reductions for different current densities such as 2, 4, 6, 8,
2 H(+aq) + 2e → H 2( g)
(10)
72
M.Y. Sikkandar et al. / Desalination and Water Treatment 197 (2020) 67–75
(a)
(b)
Fig. 3. (a) Reduction of COD vs. time for various flow rates at current density 10 A/dm2. (b) COD reduction (%) for various flow rates
(L/h).
2 H 2 O(l) + 2 e − → 2H 2(g) + 2OH(−aq )
(11)
It was found that the COD reduced to a greater extent
when the electrolysis system approached neutral and
alkaline pH. The formation of strong hypochlorite/chlorine oxidants at neutral and alkaline pH in the electrolyte
removes COD at a greater extent. These oxidants are generated electrochemically in situ and are utilized immediately
for destroying the pollutants in the electrolyte by electrooxidation process [12,13].
3.5. Physiochemical analysis of treated biomedical wastewater
The liquid biomedical wastewater was initially characterized for its physiochemical parameters as per APHA
standard methods and it was then treated with FPECR [26].
Table 3 shows the physiochemical characteristics of the
treated wastewater. The pH of treated wastewater was found
to be 8.1 which showed that the treatment had changed the
acidic nature of wastewater to above neutral. COD, TDS,
and TSS in the wastewater were measured and the percentage of removal was found to be 94%, 92%, and 95%,
M.Y. Sikkandar et al. / Desalination and Water Treatment 197 (2020) 67–75
73
Fig. 4. COD reductions with respect to time for different current densities at 20 L/h.
Fig. 5. Percentage reduction of COD vs. current density and current for the flow rate of 20 L/h.
respectively, and were found to be well below the prescribed
standard limits of biomedical waste reuse system [2,4].
4. Conclusion
In this research work, the electrochemical oxidation
process was investigated for the treatment of liquid biomedical wastewater and the flow dynamics were studied
in FPECR. The RTD method was used to understand the
flow dynamic behavior of the electrolyte within the reactor for various flow rates such as 20, 40, 60, 80, and 100 L/h.
The results showed that the plug flow index approached
a higher value of 0.91 and the dispersion number [D/(uL)]
to a lower value of 0.140 for the flow rate of 20 L/h when
compared to other flow rates. This shows the flow behavior
of FPECR approaches to plug flow conditions to a greater
74
M.Y. Sikkandar et al. / Desalination and Water Treatment 197 (2020) 67–75
Fig. 6. Current efficiency vs. current densities at 20 L/h.
Fig. 7. Variation of pH vs. COD for the flow rate 20 L/h at 10 A/dm2.
Table 3
Physiochemical characteristics of liquid biomedical wastewater before and after treatment using FPECR
Parameters
Color
Odor
COD (mg/L)
TDS (mg/L)
TSS (mg/L)
pH
Liquid biomedical wastewater
Untreated
Treated
% Removal
Prescribed
standard limit
Black
Organic smell
1,636
1,200
230
6.1
Light brown
Smell less
92
96
12
8.1
–
–
94
92
95
–
–
–
<260
<1,000
<110
6.5–8.5
M.Y. Sikkandar et al. / Desalination and Water Treatment 197 (2020) 67–75
extent for the flow rate of 20 L/h with less dead zone and
almost no short-circuiting inside the reactor. The plug flow
behavior of the flow rate (20 L/h) from the RTD analysis
matches well with the experimental wastewater treatment
studies in FPECR producing a higher percentage of COD
removal (94%) under the current density of 10 A/dm2. The
current efficiency was also found to be high for the flow rate
operated at 10 A/dm2 with the effective removal of color,
odor, TDS (92% removal), and SS (95% removal) within the
short residence period of wastewater in the reactor. In our
future study, energy consumption can be optimized for large
scale units and to implement computational fluid dynamics studies to study the reactor performance and to identify
the defects in fluid dynamics in the reactor.
Acknowledgments
The authors extend their appreciation to the Deanship of
Scientific Research at Majmaah University for funding this
work under Project Number RGP-2019–33.
Reference
[1]
Y. Chartier, J. Emmanuel, U. Pieper, A. Pruss, P. Rushbrook,
R. Stringer, W. Townend, S. Wilburn, R. Zghondi, Eds., Safe
Management of Wastes from Health-Care Activities, 2nd ed.,
WHO Blue Book, Geneva, Switzerland, 2014.
[2] M.R. Capoor, K.T. Bhowmik, Current perspectives on biomedical waste management: rules, conventions and treatment
technologies, Indian J. Med. Microbiol.,35 (2017) 157–164.
[3] D. Priya, K.M. Gursimran, C. Jagnis, Biomedical waste
management in India: critical appraisal, J. Lab. Physicians,
10 (2018) 6–14.
[4] S. Biswal, Liquid biomedical waste management: an emerging
concern for physicians – review, Muller J. Med. Sci. Res.,
4 (2013) 99–106.
[5] J. Emmanuel, Non-Incineration Medical Waste Treatment
Technologies, Health Care without Harm, Washington, DC,
2001.
[6] G. Chen, Electrochemical technologies in wastewater treatment,
Sep. Purif. Technol., 38 (2004) 11–41.
[7] J. Wang, T. Li, M. Zhou, X. Li, J. Yu, Characterization of
hydrodynamics and mass transfer in two types of tubular
electrochemical reactors, Electrochim. Acta, 173 (2015) 698–704.
[8] H. Afanga, H. Zazou, F.E. Titchou, Y. Rakhila, R.A. Akbour,
A. Elmchaouri, J. Ghanbaja, M. Hamdani, Integrated electrochemical processes for textile industry wastewater treatment:
system performances and sludge settling characteristics,
Sustainable Environ. Res., 30 (2020) 487–492.
[9] C. Comninellis, G.P. Vercesi, Characterization of DSA type
oxygen evolving electrodes: choice of a coating, J. Appl.
Electrochem., 21 (1991) 335–345.
[10] K. Rajeshwar, J.G. Ibanez, Environmental Electrochemistry:
Fundamentals and Applications in Pollution Abatement,
Academic Press, Inc., San Diego, CA, 1997.
[11] K. Rajeshwar, J.G. Ibanez, G.M. Swain, Reviews of electrochemistry: electrochemistry and the environment, J. Appl.
Electrochem., 24 (1994) 1077–1091.
[12] R. Priambodo, Y.-J. Shih, Y.-J. Huang, Y.-H. Huang, Treatment
of real wastewater using semi batch (photo)-electro-Fenton
method, Sustainable Environ. Res., 21 (2011) 389–393.
75
[13] A.R. Rahmani, K. Godini, D. Nematollahi, G. Azarian, Electrochemical oxidation of activated sludge by using direct and
indirect anodic oxidation, Desal. Water Treat., 56 (2014) 1–12.
[14] B. Borbon, M.T. Oropeza-Guzman, E. Brillas, I. Sires, Sequential
electrochemical treatment of dairy wastewater using aluminum
and DSA-type anodes, Environ. Sci. Pollut. Res. Int., 21 (2014)
8573–8584.
[15] J.R. Dominguez, T. Gonzalez, P. Palo, Electrochemical
degradation of a real pharmaceutical effluent, Water Air Soil
Pollut., 223 (2012) 2685−2694.
[16] E. Gil Pavas, P. Arbeláez-Castano, J. Medina, D.A. Acosta,
Combined electrocoagulation and electro-oxidation of
industrial textile wastewater treatment in a continuous multistage reactor, Water Sci. Technol., 76 (2017) 2515–2525.
[17] B.M.B. Ensano, L. Borea, V. Naddeo, V. Belgiorno, M.D.G. De
Luna, F.C. Ballesteros Jr., Removal of pharmaceuticals from
wastewater by intermittent electro-coagulation, Water, 9 (2017) 85.
[18] J.H. Naumczyk, M.A. Kucharska, Electrochemical treatment
of tannery wastewater—raw, coagulated, and pretreated by
AOPs, J. Environ. Sci. Health., Part A, 52 (2011) 649–664.
[19] L. Candido, J.A.C. Ponciano Gomes, H.C.M. Jambo,
Electrochemical treatment of oil refinery wastewater for
NH3–N and COD removal, Int. J. Electrochem. Sci., 8 (2013)
9187–9200.
[20] P. Maloszewski, P. Wachniew, P. Czuprynski, Hydraulic
characteristics of a wastewater treatment pond evaluated
through tracer test and multi-flow mathematical approach,
Pol. J. Environ. Stud., 15 (2006) 105–110.
[21] Y. Wang, U.C. Sanly, M. Brannock, G. Leslie, Diagnosis of
membrane bioreactor performance through residence time
distribution measurements - a preliminary study, Desalination,
236 (2009) 120–126.
[22] E.B. Nauman, Chemical Reactor Design, Optimisation, and
Scaleup, McGraw-Hill Publishers, New York, NY, 2002.
[23] J. Su, H. Lu, H. Xu, J. Sun, J. Han, H. Lin, Mass transfer
enhancement for mesh electrode in a tubular electrochemical
reactor using experimental and numerical simulation
method, Russ. J. Electrochem., 47 (2011) 1293–1298.
[24] W. Djoudi, F. Aissani-Benissad, P. Ozil, Flow modeling in
electrochemical tubular reactor containing volumetric electrode:
application to copper cementation reaction, Chem. Eng. Res.
Des., 90 (2012) 1582–1589.
[25] S.I. Dhorgham, C. Veerabahu, R. Palani, S. Devi, N. Balasubramanian, Flow dynamics and mass transfer studies in a
tubular electrochemical reactor with a mesh electrode, Comput.
Fluids, 73 (2013) 97–103.
[26] APHA-AWWA-WEF, Standard Methods for the Examination
of Water and Wastewater, 20th ed., American Public Health
Association, American Water Works Association, Water
Environment Federation, Washington DC, 1998.
[27] H.S. Fogler, Elements of Chemical Reaction Engineering,
4th ed., Pearson Education Inc., USA, 2006.
[28] O. Levenspiel, Chemical Reaction Engineering, 3rd ed., John
Wiley & Sons Pvt. Ltd., Singapore, 2004.
[29] K. Thirugnanasambandham, V. Sivakumar, Removal of ecotoxicological matters from tannery wastewater using electro
coagulation reactor: modelling and optimization, Desal. Water
Treat., 57 (2016) 3871–3880.
[30] P. Yodhor, P. Choeisai, K. Choeisai, K. Syutsubo, Effect of pH
on electrochemical treatment using platinum coated titanium
mesh electrodes for post treatment of anaerobically treated
sugarcane vinasses, Eng. Appl. Sci. Res., 44 (2017) 39–42.