Photocatalysis is an advanced oxidation process, which has been gaining attention as a sustainable technology for tackling pollution. Optimum design, fabrication and scaling up of novel photocatalytic reactors are faced with problems such as fabrication cost and numerous experimental trials for optimisation. Computational fluid dynamics (CFD), a computer simulation technique can ease the process of scaling up photocatalytic reactors. The current study focuses on CFD modelling of a serpentine flow path photocatalytic reactor with curved baffles for phenol degradation. The investigation compared different reactor configurations to finalise the optimum design with maximum removal efficiency. Initially, a simple cuboidal reactor was chosen with an efficiency of 27%. However, with a serpentine flow path being introduced, the reactor displayed an improved efficiency of 42%. The addition of baffles improved flow homogeneity and degradation efficiency. The investigation showed that serpentine flow increased the residence time and fluid mixing, while the curved baffles prevented flow channelisation, which enhanced the degradation efficiency. Efficiencies corresponding to different baffle types and geometry were also compared and the final reactor design chosen was a horizontal curved baffled serpentine flow reactor with a flow rate of 0.3 L/s and improved efficiency of 43.1% for a residence time of 18.44 s.

  • Photocatalytic degradation of phenol on different reactor geometries was investigated.

  • Effect of serpentine flow path on photocatalytic degradation was studied using computational fluid dynamics.

  • The effect of baffles on fluid flow and pollutant degradation was investigated.

  • Optimum geometrical design for a serpentine flow baffled photocatalytic reactor for maximum photocatalytic degradation efficiency was obtained.

Water is considered as one of the most vital natural resources for the sustainability of life. Growing population and industrial development have led to a decline in clean water sources and an increase in wastewater generation (Riffat & Husnain 2022). The National Institution for Transforming India (NITI Aayog) report on ‘Composite Water Management Index (2018)’, mentioned a total of 600 million Indian population encountering high water crisis. The country with 70% of contaminated water is placed 120th among 122 countries in the water quality index (WQI) (NITI Aayog 2018). Contaminated water is a complex mixture of organic and inorganic components, microbes and chemicals, which impart adverse effects on both aquatic and terrestrial environments (Riffat & Husnain 2022). Recalcitrant compounds are resistant to degradation and form toxic intermediate products under conventional treatment methods (Mohamad Said et al. 2021). Phenolic compounds are recalcitrant organics categorised as pollutants of priority concern by the European Union and the United States Environmental Protection Agency (USEPA) (Anku et al. 2017). Industrial sources of phenol include petrochemicals, pulp and paper industries, pharmaceuticals, textiles and many more (Saputera et al. 2021). Advanced oxidation processes (AOPs) use highly reactive oxygen species, which helps in the complete mineralisation of pollutants to CO2, H2O and mineral acids (in presence of halogens) (Andreozzi et al. 1999; Joseph et al. 2009). Hydroxyl radical with an oxidation potential of 2.8 V is the most reactive oxidising species used in water and wastewater treatment (Ameta & Ameta 2018). AOPs were found to be efficient in the removal of emerging and recalcitrant pollutants with low biodegradability. In comparison, AOPs were found to be comparable in cost with that of conventional treatment methods (Andreozzi et al. 1999; Bracamontes-Ruelas et al. 2022). Photocatalysis, an AOP involves semiconductor activation by means of irradiation to completely mineralise several organic pollutants. TiO2 is the most preferred semiconductor due to its high chemical stability, non-toxicity and low cost (Ameta & Ameta 2016). The coupling of photocatalysis with biological treatment methods was reported to be efficient in the reduction of total organic carbon (TOC) in a study conducted by Lin et al. (2020).

Photocatalytic reactor designs should consider factors such as working regime, photocatalyst, irradiation, as well as the volume of liquid treated. A well-designed reactor speeds up the treatment process with a reduced power consumption hence making the treatment technology more economical. Scaling up of photocatalytic reactors is one of the major challenges in this research area (Enesca 2021). Computational fluid dynamics (CFD), a computer simulation technique is widely used in fluid flow, heat transfer and chemical reaction analysis. CFD programmes due to their adaptability are effective tools that can be used for industrial and non-industrial purposes. The technique offers several advantages over experimental methods including reduction in time and cost and improved accuracy of results (Versteeg & Malalasekera 2007). The choice of a CFD solver depends on factors such as domain type, mesh type, flow type, flow compressibility, type of reference frame, customisation capabilities and so more (Liu & Zhang 2019). ANSYS Fluent is one such user-friendly commercial CFD package used to simulate fluid flow, heat transfer and fluid–catalyst interactions with accuracy, using the finite volume method approach (Jeong & Seong 2013). Modern user interfaces in commercial CFD software help streamline different problem configurations and results analysis. User-defined functions in ANSYS Fluent can be coded externally as a supplementary function and can used to attain accurate solutions (Barraza-Jiménez et al. 2019). A study by Vezzoli et al. (2011) used ANSYS Fluent solver to design a flat plate photocatalytic reactor for phenol degradation over titanium dioxide photocatalyst. The investigation was focused on the impact of different operational parameters on the reaction kinetics. These standard CFD programs are equipped with data visualisation tools such as 2D and 3D plots, coloured graphical representations and animations. The availability of features such as different perspective views, vector plots, and grid displays has simplified the analysis processes (Barraza-Jiménez et al. 2019; Mann 2008; Ruiz-Soto et al. 2020). Duran et al. (2010) conducted a performance prediction study of annular photocatalytic reactors under different hydrodynamic models over a wide range of flow rates and intrinsic reaction rates. In a study by Devia-Orjuela et al. (2019) a baffled flat plate photocatalytic reactor under UV light was used for the degradation study to understand the effect of baffles on degradation efficiency. In this particular research, it was observed that the baffles helped in fluid mixing, which in turn enhanced the degradation efficiency. Ahmed et al. (2022) modelled a flat plate photocatalytic reactor using ANSYS Fluent solver for phenol degradation. The analysis reported that the degradation increased with an increase in radiation and a decrease in phenol concentration and flow rate. Ruiz-Soto et al. (2020) demonstrated hydrodynamic analysis on a photocatalytic reactor using ANSYS Fluent. A study by Gao et al. (2023) was focused on the optimisation of geometric structure and reaction conditions to enhance photocatalytic performance leading to the development of a honeycomb reactor as the optimum design. The current study focuses on the design and comparison of immobilised photocatalytic reactors in the modelling of hydrodynamics, species transport and chemical reaction kinetics using ANSYS Fluent. Phenol degradation was the simulated reaction in the study, reaction conditions of the same were validated from previous works of Ahmed et al. (2022) and Vezzoli et al. (2011).

ANSYS Fluent is a commercial CFD package that utilises the finite volume method to solve the governing equations of flow, which include conservation of mass, momentum, energy and species transport equations as described below.

Mass conservation law expressed by the continuity equation states that the mass of fluid is conserved, as in the following equation.
(1)
where is the time averaged velocity vector and is density.
Momentum equation expressed by Navier Stokes equation is derived from Newton's second law of motion, which states that the rate of change of momentum equals the sum of forces on a fluid particle. Equation (2), represents x component of momentum. Similar equations exist for y and z components.
(2)
where P is pressure, is viscosity, SMx is x-momentum per unit volume per unit time on the fluid element.
The energy equation is derived from the first law of thermodynamics, which states that the rate of change of energy is equal to the sum of the rate of heat addition and the rate of work done by a fluid particle. This can be represented by the following equation.
(3)
where i is internal energy, k is thermal conductivity, T is temperature, is a general flow variable and Si is the volumetric rate of heat generation (Versteeg & Malalasekera 2007).
In addition to the three basic equations, the species transport equation is required together with mass and momentum conservation to model the photocatalytic chemical reaction, expressed as in the following equation.
(4)
where Ji and Ri are diffusion flux and net rate production of species i due to chemical reactions. Yi is the mass fraction of reactants and products (Ahmed et al. 2022).

Steps in CFD

The workflow followed in a CFD project consists mainly of four steps. Problem definition is the initial phase of study wherein suitable assumptions and simplifications are fed into the model in regard to problem domain, initial and boundary conditions. The pre-processing stage inputs the problem onto CFD through user-friendly interface. Steps included in this stage are domain definition, grid generation, selection of physical and chemical phenomenon to be modelled and definition of material properties and boundary conditions (Versteeg & Malalasekera 2007). Grid generation is an important step in pre-processing, as the accuracy of the simulation results depends on the quality of meshin (Ferziger et al. 2020). The solving stage deals with solving fluid flow (conservation of mass, momentum, energy, species transport) equations using numerical solution techniques. Most of the CFD codes utilised the finite volume method as the numerical technique (Versteeg & Malalasekera 2007). The post-processing stage analyses and visualises the results in the form of vector plots, contour plots, XY plots, streamlines, animations, and particle tracking and can be exported as reports (Liu & Zhang 2019).

ANSYS Fluent 2022 R1 software package is the CFD solver used in the present study. Fluent operates in a single window workflow known as ANSYS workbench, which is a modern and user-friendly interface for streamlining CFD processes.

Validation

Flow and reaction conditions used in the study were validated from the previous study by Ahmed et al. (2022) titled ‘Phenol degradation of waste and stormwater on a flat plate photocatalytic reactor with TiO2 on a glass slide: An experimental and modelling investigation’. 2D geometry simulated the flow conditions and 3D geometry simulated the reaction conditions used in the study.

Reactor design

The reactor design considered overall outer dimensions as 810 mm × 300 mm × 30 mm, with a constant flow rate of 0.3 L/s. Flow and reaction conditions used in the study are given in Table 1, along with the dimensions of the reactor.

Table 1

Geometry and boundary conditions

Geometry
Overall outer dimensions 810 mm (length) 
300 mm (breadth) 
30 mm (depth) 
Inlet area dimensions 600 mm2 
Flow Conditions
Inlet velocity 0.5 m/s 
Flow type Turbulent 
Turbulence model Realisable k-epsilon 
Outlet pressure 101,325 Pa 
Reaction Conditions
Reaction  Pseudo first-order kinetics 
Reactive species O2 
Reactive surface Bottom wall 
Inlet phenol concentration 7.78 × 10−7 kmol/m3 
Temperature 300 K 
Walls No-slip condition 
Geometry
Overall outer dimensions 810 mm (length) 
300 mm (breadth) 
30 mm (depth) 
Inlet area dimensions 600 mm2 
Flow Conditions
Inlet velocity 0.5 m/s 
Flow type Turbulent 
Turbulence model Realisable k-epsilon 
Outlet pressure 101,325 Pa 
Reaction Conditions
Reaction  Pseudo first-order kinetics 
Reactive species O2 
Reactive surface Bottom wall 
Inlet phenol concentration 7.78 × 10−7 kmol/m3 
Temperature 300 K 
Walls No-slip condition 

Serpentine flow path reactor

Initial reactor design consisted of a simple cuboidal reactor with an inlet and outlet at diagonally opposite faces as shown in Figure 1, wherein the bottom wall was considered as the reaction surface. Serpentine flow path was introduced into the cuboidal reactor, as shown in Figure 2(a). The flow path followed by fluid inside the reactor is shown in Figure 2(b).
Figure 1

Cuboidal reactor.

Figure 1

Cuboidal reactor.

Close modal
Figure 2

Serpentine flow path reactor: (a) front view, (b) isometric view to visualise flow direction.

Figure 2

Serpentine flow path reactor: (a) front view, (b) isometric view to visualise flow direction.

Close modal

Baffles in serpentine flow path

The baffles were introduced onto the serpentine flow path to obtain a synergistic effect of both conditions. Baffles in the flow path were considered to improve flow uniformity along with mixing of fluid, which resulted in uniform distribution of pollutants (Deng et al. 2023). The effect of baffles was studied by varying baffle type, number and dimensions. Baffle types considered were slanting, horizontal and vertical baffles. Slanting baffles were of two types (flow supporting and flow opposing), which were placed at an angle of 45° to the side walls, as shown in Figure 3(a) and 3(b), respectively. The top plate is removed in the figure, for better view of the baffles.
Figure 3

Isometric view of slanting baffled reactor: (a) flow supporting baffles, (b) flow opposing baffles.

Figure 3

Isometric view of slanting baffled reactor: (a) flow supporting baffles, (b) flow opposing baffles.

Close modal
Vertical baffles were cylindrical in shape with a 30 mm diameter placed perpendicular to the bottom wall, at alternate positions along the flow path as in Figure 4(a). Horizontal baffles were also cylindrical in shape with a 20 mm diameter placed parallel to the bottom wall, at mid-depth of the reactor, as shown in Figure 4(b).
Figure 4

Isometric view of (a) vertical baffled reactor, (b) horizontal baffled reactor.

Figure 4

Isometric view of (a) vertical baffled reactor, (b) horizontal baffled reactor.

Close modal
The influence of baffle number on phenol degradation was studied by varying number of baffles in a vertical path from one to three as shown in Figure 5(a) for one baffle, Figure 5(b) for two baffles and Figure 4(b) for three baffles.
Figure 5

Serpentine flow path reactor with (a) one horizontal baffle in vertical path, (b) two horizontal baffles in vertical path.

Figure 5

Serpentine flow path reactor with (a) one horizontal baffle in vertical path, (b) two horizontal baffles in vertical path.

Close modal
To study the influence of baffle dimensions, two parameters were considered length and diameter. The length of horizontal baffles varied between 40 and 60 mm, as shown in Figure 6(a) for 40 mm length, Figure 6(b) for 50 mm length and Figure 4(b) for 60 mm length. Diameters of the horizontal baffles considered were 10 and 20 mm.
Figure 6

Horizontal baffles of length (a) 40 mm, (b) 50 mm.

Figure 6

Horizontal baffles of length (a) 40 mm, (b) 50 mm.

Close modal

Serpentine flow path reactor with horizontal baffles

The serpentine flow path reactor with horizontal baffles used for this study had (Figure 4(b)) 3 a number of horizontal baffles with 20 mm diameter and 60 mm length. The reactor had a path width of 60 mm, reactive area of 0.2 m2 and volume of 5.533 L. Geometry was subdivided into four named sections including inlet (fluid flow entry at left top), outlet (fluid exit at the right bottom), bottom wall (reaction surface at rear side) and all other sections were named as walls. Structured meshing was provided with hexahedral cells of 3 mm mesh interval size as shown in Figure 7. Initial and boundary conditions provided in the reactor are discussed in Table 1. In comparison to the reference study by Ahmed et al. (2022), the model introduced changes in the reactor geometry. To increase the contact time between catalyst and pollutant, a serpentine flow path was introduced. The serpentine flow path has more path length at the same overall dimensions compared to that of a simple reactor. The serpentine nature of fluid flow is also reported to enhance residence time, thereby fluid absorption on the catalyst increases and hence increases the degradation rates (Vengadesan et al. 2022). Additionally, curved baffles were introduced to prevent the flow channelisation, which would affect pollutant and radiation distribution under experimental conditions. Baffles were reported to improve uniformity of flow and prolong the residence time, thus improving the degradation rate (Deng et al. 2023). The addition of baffles to the model would aid in analysing the enhancement in flow homogeneity and pollutant degradation.
Figure 7

Meshing in final reactor design.

Figure 7

Meshing in final reactor design.

Close modal

Validation

Validation as mentioned in section 2.2, was conducted on two different geometries. 2D geometry for flow characteristics, wherein both inlet and outlet profiles exhibited similar results for the model and reference reactor. To validate the reaction conditions, 3D geometry was used. Different flow velocities of 0.1, 0.35 and 0.85 m/s were considered and variations in outlet concentration of phenol and carbon dioxide were plotted as shown in Figure 8(a) and 8(b), respectively. Plots show similar profile for both model and reference reactors with minor variations. During the validation study, it was observed that the outlet Phenol concentration deviated up to 0.3% from the reference reactor for a velocity of 0.1 m/s. With an increase in velocity of 0.35 and 0.85 m/s, the percentage deviation was 0.55% and a maximum of 1.71%, respectively, from the reference reactor.
Figure 8

(a) Phenol outlet concentration v/s velocity, (b) CO2 outlet concentration v/s velocity.

Figure 8

(a) Phenol outlet concentration v/s velocity, (b) CO2 outlet concentration v/s velocity.

Close modal

Results for serpentine flow path reactor

Simple cuboidal reactor exhibited an efficiency of 27%, as the flow progressed from inlet to outlet. The low efficiency present in the reactor may be due to the absence of flow mixing and lower residence time (Regmi et al. 2020). Serpentine flow path reactor as mentioned in Section 2.3.2, increased residence time along with enhanced mixing, yielding a high efficiency of 42%. As the flow progressed through the reactor, a secondary flow transverse to the primary was created, which led to the formation of vortices, as shown in Figure 9. These zones resulted in enhanced vertical mixing of fluids (Jarandehei & De Visscher 2009). However, the channelised flow path resulted in an uneven distribution of pollutants and radiation across the fluid volume. The introduction of baffles was reported to show enhanced mixing and uniform flow field (Zhou et al. 2022; Deng et al. 2023).
Figure 9

Velocity vector for serpentine flow path

Figure 9

Velocity vector for serpentine flow path

Close modal

Results for variation in baffle parameters

Baffle parameters were varied to study the impact on phenol degradation efficiency, which is determined as in the following equation.
(5)
On comparison of baffle types, the following results were observed as shown in Figure 10(a). Horizontal baffles were found to have the highest efficiency of 43.1%. The high efficiency of horizontal baffles can be attributed to the highest catalyst-coated surface (Bloh 2021) and wider stirred region of curved baffles compared to straight-edged baffles (Foukrach & Ameur 2019). Vertical and slanting baffles occupied a certain surface area in the bottom wall, which reduced catalyst-coated area and phenol degradation efficiency. Effect of number of baffles are shown in Figure 10(b). Efficiency was highest when three number of baffles were arranged in the flow path. However, the effect of an increase in the number of baffles is minimal as there was only a small change of 0.27% increase when the baffle count was increased from one to three. The increase may be due to the fact that as baffle count increases, fluid turbulence increases, which causes enhanced mixing thereby increasing phenol degradation (Chung et al. 2006).
Figure 10

(a) Effect of baffle type on photocatalytic degradation, (b) effect of baffle number on photocatalytic degradation.

Figure 10

(a) Effect of baffle type on photocatalytic degradation, (b) effect of baffle number on photocatalytic degradation.

Close modal
Investigation on the effect of baffle size on degradation efficiency exhibited no significant improvement when baffle size was increased from 10 to 20 mm. However when baffle length was varied from 40 to 60 mm, as shown in Figure 11, 60 mm baffles exhibited the highest efficiency of 43.1%. The high efficiency of full-length baffles may be attributed to the improved contact of the fluid zone with the baffles hence improving the mixing and increasing the phenol degradation (Zhou et al. 2022).
Figure 11

Effect of baffle length on photocatalytic degradation.

Figure 11

Effect of baffle length on photocatalytic degradation.

Close modal

Results of serpentine flow path reactor with horizontal baffles

Based on the above-mentioned results, optimum reactor geometry for maximum removal efficiency was obtained. The horizontal baffled serpentine flow reactor, with baffles of 20 mm diameter, 60 mm length and three number of baffles in a stretch was considered as the final reactor design. As already mentioned in Section 2.3.3, named sections were allotted to the geometry. Grid independence study was conducted on the reactor geometry for three different mesh sizes 2.5, 3 and 3.5 mm. Of which 3 mm mesh size interval was considered as the optimum mesh size, with average quality parameters of the mesh within range. Hence 3 mm mesh was considered as the mesh size for further study. Velocity contours and vectors at a plane near (0.002 m) to the bottom wall are shown in Figure 12(a) and 12(b), respectively.
Figure 12

Velocity representation at region without baffles (a) contour plot, (b) vector plot.

Figure 12

Velocity representation at region without baffles (a) contour plot, (b) vector plot.

Close modal

From Figure 12(b), it can be observed that in the velocity field, minor recirculation zones were present only near the inlet region. However, the recirculation zones in the reactive zones were eliminated along with the removal of flow channelisation present in the serpentine flow path reactor. Thus the addition of baffles has improved the flow homogeneity along with enhanced mixing of fluid.

Species contours for phenol and carbon dioxide are shown in Figures 13 and 14, respectively. From Figure 13(a), the degradation of phenol along the length of the reactor, at a plane located at 0.002 m from the bottom wall is shown. Average values of phenol concentration decreases from 7.78 × 10−7 kmol/m3 at inlet to 4.43 × 10−7 kmol/m3 at outlet, thereby exhibiting a removal efficiency of 43.1% for a hydraulic retention time (HRT) of 18.44 s. It can also be observed from Figure 13(b) that even though the reaction occurs at the lower surface (bottom wall with catalyst coating), as the flow progresses, phenol from the top layers will also come in contact with the reaction surface, ensuring reduction in phenol concentration throughout the reactor cross-section.
Figure 13

Phenol molar concentration contour (a) region without baffles, (b) entire reactor.

Figure 13

Phenol molar concentration contour (a) region without baffles, (b) entire reactor.

Close modal
Figure 14

CO2 molar concentration vector (a) region without baffles, (b) entire reactor.

Figure 14

CO2 molar concentration vector (a) region without baffles, (b) entire reactor.

Close modal

From Figure 14, it can be inferred that the production of carbon dioxide occurs when the phenol gets oxidised. CO2 production increases from 0 at inlet to 2.32 × 10−6 at outlet as shown in Figure 14(a), at the plane located at 0.002 m from the bottom wall. From Figures 13(a) and 14(a), it can clearly be observed that as the reaction progresses, phenol gets converted to carbon dioxide across the reactor. Figure 14(b) shows the distribution of carbon dioxide across the entire reactor.

Based on the results from these models, it can be inferred that the introduction of baffles within the serpentine flow field had a very significant effect on the hydrodynamics as well as the performance of the reactor, mainly because of the mixing of flow at each bend. The serpentine type of geometry has exhibited significant channelisation, but these effects are negated to some extent by the use of transverse baffles across the flow path, this can be due to the disturbance created by the baffles, which are placed across the flow direction. The transverse baffles with horizontal orientation were found to provide better performance compared to vertical and slanting ones. The efficiency also tends to increase with the baffle number and length. At a flow velocity of 0.5 m/s and inlet molar concentration of 7.78 × 10−7, the horizontal baffled reactor exhibited an efficiency of 43.1% for a residence time of 18.44 s in phenol degradation.

This study was focussed on CFD modelling of photocatalytic reactors using ANSYS Fluent, which would ease the current complexity involved in scaling up and commercialisation of photcatalytic reactors. CFD techniques are effective in the analysis of fluid flows and reactor design, which would reduce time and cost in laboratory experiments. The investigation compared different reactor configurations for the degradation of phenol in an immobilised reactor. A simple cuboidal reactor exhibited a removal efficiency of 27%. To improve the residence time and contact time between the catalyst and pollutant, a serpentine flow path was introduced in the cuboidal reactor, which improved the phenol degradation efficiency to 42%. However, the serpentine flow path presented flow channelisation, which resulted in a non-uniform flow pattern, which may affect pollutant and radiation distribution within the reactor. To cater to this issue, baffles were introduced in the serpentine flow path, which improved the flow homogeneity. The effect of baffle type, number and dimensions on phenol degradation efficiency were also compared. Of which horizontal baffles of curved shape, with 20 mm diameter and 60 mm length were found to have the highest removal efficiency. The optimum number of baffles was found to be three in a stretch. The final reactor model considered was the serpentine flow path horizontal baffled reactor with the optimum baffle conditions, which exhibited an efficiency of 43.1% under a flow rate of 0.3 L/s.

The authors thank the National Institute of Technology Karnataka, Surathkal for the research facilities provided. DPB acknowledges the Ministry of Education, India for the PG fellowship.

All relevant data are included in the paper or its Supplementary Information.

The authors declare there is no conflict.

Ameta
R.
&
Ameta
S. C.
2016
Photocatalysis Principles and Applications
.
CRC Press, Taylor and Francis Group, Boca Raton, FL, USA
.
Ameta
S. C.
&
Ameta
R.
2018
Advanced Oxidation Processes for Wastewater Treatment – Emerging Green Chemical Technology
.
Academic Press
.
Andreozzi
R.
,
Caprio
V.
,
Insola
A.
&
Marotta
R.
1999
Advanced oxidation processes (AOP) for water purification and recovery
.
Catalysis Today
53
,
51
59
.
Anku
W. W.
,
Mamo
M. A.
&
Govender
P. P.
2017
Phenolic Compounds in Water: Sources, Reactivity, Toxicity and Treatment Methods
.
InTech
.
Barraza-Jiménez
D.
,
Ruiz-Soto
A.
,
Iliana Torres-Herrera
S.
,
Marcela Coria-Quiñones
E.
,
Armando Olvera-Corral
R.
,
José Romero-Soto
D.
&
Alberto Flores-Hidalgo
M.
2019
Radiative Transference Equation Algorithm as an ANSYS® User-Defined Function for Solar Technology Applications
.
IntechOpen
.
Bracamontes-Ruelas
A. R.
,
Ordaz-Díaz
L. A.
,
Bailón-Salas
A. M.
,
Ríos-Saucedo
J. C.
,
Reyes-Vidal
Y.
&
Reynoso-Cuevas
L.
2022
Emerging pollutants in wastewater, advanced oxidation processes as an alternative treatment and perspectives
.
Processes
10
(
5
),
1041
.
MDPI
.
Chung
C. K.
,
Wu
C.-Y.
,
Shih
T. R.
,
Wu
C. F.
&
Wu
B. H.
2006
Design and simulation of a novel micro-mixer with baffles and side-wall injection into the main channel
. In
1st IEEE International Conference on Nano/Micro Engineered and Molecular Systems
,
Zhuhai, China
. pp.
721
724
.
Deng
B.
,
Jiang
Y.
,
Gao
L.
&
Zhao
B.
2023
CFD modeling of ethylene degradation in gas-phase photocatalytic reactors
.
Environmental Science and Pollution Research
30
(
9
),
24132
24142
.
Devia-Orjuela
J. S.
,
Betancourt-Buitrago
L. A.
&
Machuca-Martinez
F.
2019
CFD modeling of a UV-A LED baffled flat-plate photoreactor for environment applications: a mining wastewater case
.
Environmental Science and Pollution Research
26
,
4510
4520
.
Duran
J. E.
,
Mohseni
M.
&
Taghipour
F.
2010
Modelling of annular reactors with surface reaction using computational fluid dynamics (CFD)
.
Chemical Engineering Science
65
,
1201
1211
.
Ferziger
J. H.
,
Perić
M.
&
Street
R. L.
2020
Computational Methods for Fluid Dynamics
.
Springer International Publishing, Springer Nature Switzerland AG 2020
.
Gao
J.
,
Dong
P.
,
Tan
J.
,
Zhang
L.
&
Wang
C.
2023
Optimal design of novel honeycomb photocatalytic reactors for numerical analysis of formaldehyde degradation by CFD modeling
.
Research on Chemical Intermediates
49
,
1683
1700
.
Joseph
C. G.
,
Li Puma
G.
,
Bono
A.
&
Krishnaiah
D.
2009
Sonophotocatalysis in advanced oxidation process: a short review
.
Ultrasonics Sonochemistry
16
(
5
),
583
589
.
Liu
X.
&
Zhang
J.
2019
Computational Fluid Dynamics: Applications in Water, Wastewater, and Stormwater Treatment
.
Computational Fluid Dynamics Task Committee, American Society of Civil Engineers
.
Mann
U.
2008
Principles of Chemical Reactor Analysis and Design: New Tools for Industrial Chemical Reactor Operations
. 2nd edn.
John Wiley & Sons, Inc. Publication
, pp.
1
473
.
Mohamad Said
K. A.
,
Ismail
A. F.
,
Abdul Karim
Z.
,
Abdullah
M. S.
&
Hafeez
A.
2021
A review of technologies for the phenolic compounds recovery and phenol removal from wastewater
.
Process Safety and Environmental Protection
151
,
257
289
.
NITI Aayog
.
2018
Composite Water Management Index
.
Association with Ministry of Jal Shakti and Ministry of Rural Development
.
Regmi
C.
,
Lotfi
S.
,
Espíndola
J. C.
,
Fischer
K.
,
Schulze
A.
&
Schäfer
A. I.
2020
Comparison of photocatalytic membrane reactor types for the degradation of an organic molecule by TiO2-Coated PES membrane
.
Catalysts
10
(
7
),
725
.
Riffat
R.
&
Husnain
T.
2022
Fundamentals of Wastewater Treatment and Engineering
.
CRC Press, Taylor and Francis Group, London, UK
.
Ruiz-Soto
A.
,
Barraza-Jiménez
D.
,
Hurtado-Macias
A.
,
Torres-Herrera
,
Omar Ríos-Orozco
S.
López-Guzmán
M.
,
Marcela Coria-Quiñones
E.
,
Armando Olvera-Corral
R.
&
Alberto Flores-Hidalgo
M.
2020
Hydrodynamic Analysis on a Photocatalytic Reactor Using ANSYS Fluent
.
IntechOpen
.
Saputera
W. H.
,
Putrie
A. S.
,
Esmailpour
A. A.
,
Sasongko
D.
,
Suendo
V.
&
Mukti
R. R.
2021
Technology advances in phenol removals: current progress and future perspectives
.
Catalysts
11
(
8
),
998
.
Vengadesan
E.
,
Bharathwaj
D.
,
Kumar
B. S.
&
Senthil
R.
2022
Experimental study on heat storage integrated flat plate solar collector for combined water and air heating in buildings
.
Applied Thermal Engineering
216
,
119105
.
Versteeg
H. K.
&
Malalasekera
W.
2007
An Introduction to Computational Fluid Dynamics
, 2nd edn.
Pearson Education Limited
.
Vezzoli
M.
,
Martens
W. N.
&
Bell
J. M.
2011
Investigation of phenol degradation: true reaction kinetics on fixed film titanium dioxide photocatalyst
.
Applied Catalysis A: General
404
(
1–2
),
155
163
.
Zhou
R.
,
Han
R.
,
Bingham
M.
,
O'Rourke
C.
&
Mills
A.
2022
3D printed, plastic photocatalytic flow reactors for water purification
.
Photochemical & Photobiological Sciences
21
(
9
),
1585
1600
.
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