Abstract
Cultivation of microalgae and controlling its growth and performance in closed photobioreactors (PBRs) are easier than open pond systems for wastewater treatment. The performance of PBRs is influenced by geometry, hydrodynamic behavior, and mass transfer. Horizontal and vertical configurations as common designs of PBR are reviewed based on their features, advantages, and disadvantages. However, vertically operated PBRs like bubble columns are preferably used for utility-scale applications of microalgae-based processes. Moreover, an appropriate reactor design reduces the inhibitory effect of dissolved oxygen concentration produced by microalgae and consequently increases the level of available CO2 in the medium. Medium properties, superficial gas velocity, gas holdup, bubble sizes, shear stress, mixing time, sparger design, and the ratio of inner diameter to effective height are shown to influence the overall volumetric mass transfer coefficient (KLa) and PBR’s performance. The vertical PBRs like bubble columns provide a high mass transfer, a short liquid circulation time, and a long frequency of light/dark cycle for utility application of microalgae. Different flow regimes are obtained in PBRs based on the gas flow rate, inner diameter, and medium properties. Hydraulic retention time as the main operational parameter is determined in a batch mode for continuous wastewater treatment.
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Abbreviations
- HRAPs:
-
High-rate algae ponds
- PBR:
-
Photobioreactor
- k l :
-
Mass transfer coefficient (m h−1)
- a :
-
Specific interfacial area (m−1)
- k l a :
-
The volumetric mass transfer coefficient (h−1)
- K L :
-
The overall mass transfer coefficient (m h−1)
- K L a :
-
The overall volumetric mass transfer coefficient (h−1)
- DO:
-
Dissolved oxygen
- OPR:
-
The oxygen production rate
- OTR:
-
The oxygen transfer rate
- \({P}_{{\mathrm{O}}_{2}}\) :
-
The partial pressure of oxygen in equilibrium with DO (pa)
- \({C}_{\mathrm{O}2}^{*}\) :
-
The O2 saturation concentration in the liquid (mol L−1)
- C O2 :
-
The concentration of O2 at any time (mol L−1)
- C co2 :
-
The concentration of CO2 at any time (mol L−1)
- \({C}_{{\mathrm{CO}}_{2}}^{*}\) :
-
CO2 saturation concentration (mol L−1)
- C CO2 :
-
CO2 concentration in the liquid phase (mol L−1)
- H :
-
Henry’s constant (pa L mol−1)
- ε g :
-
The gas holdup
- U sg :
-
Superficial gas velocity (m s−1)
- d 32 :
-
Sauter mean diameter (mm)
- D CO2 :
-
The diffusivity of CO2 (cm2 s−1)
- D O2 :
-
The diffusivity of O2 (cm2 s−1)
- t c :
-
Liquid circulation time (s−1)
- U circ :
-
Circulation velocity (m s−1)
- HRT:
-
Hydraulic retention time (day)
- A d/A r :
-
The ratio of downcomer to riser surfaces
- μ L :
-
The liquid medium viscosity (pa s)
- ρ L :
-
Density (kg m−3)
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Fariba Rezvani: writing original draft preparation, writing, editing, and validation.
Khosrow Rostami: reviewing, editing, and supervision.
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Highlights
• Closed PBRs are more efficient than open pond systems.
• Mass transfer rate for O2 and CO2 is high in vertical PBRs.
• Scale-up of vertical PBRs is more convenient than horizontal.
• Bubble size influences effectively on both gas holdup and mass transfer.
• Increasing height-to-diameter ratio leads to higher gas holdup.
• HRT for large-scale application is preferably determined in a batch mode.
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Rezvani, F., Rostami, K. Photobioreactors for utility-scale applications: effect of gas–liquid mass transfer coefficient and other critical parameters. Environ Sci Pollut Res 30, 76263–76282 (2023). https://doi.org/10.1007/s11356-023-27644-4
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DOI: https://doi.org/10.1007/s11356-023-27644-4