Implementation
Triclocarban (TCC) concentration in sludge is relatively higher than in effluent, and this is difficult to degrade
due to the compounds' chemical stability and high hydrophobicity. To combat this, our team has designed a packed
bed bioreactor to be set up in the sludge treatment plant and efficiently degrade TCC into non-toxic compounds
using our chassis.
Bioreactors are tanks where raw materials are converted into biochemical products using microbial, human, plant,
or animal cells. Bioreactors create an environment that is suitable for the growth of the cells that are cultured
within it. In wastewater treatment plants, bioreactors are designed to support an active biological climate that
can help bacteria and protozoa survive. We have opted for a packed bed reactor as it helps establish better
contact between the fluids and the solids. We have further ideated our bioreactor's packing material and other
relevant parameters to ensure that TCC gets degraded into its non-toxic compounds.
Bioreactor
Along with the breakdown of TCC, our native amidase
enzyme TccA has a broad substrate specificity, as shown in Fig 2. This amidase can break down many other
toxic substrates, and the toxic byproducts thus formed will be degraded by our chassis Acinetobacter baylyi
GFJ2 strain. Therefore, we are designing our bioreactor in a way that can degrade a multitude of contaminants
and can also be used to immobilize several other bacteria, thus using cocultures for biodegradation. This kind of
technology would also set a precedent for developing similar projects dealing with wastewater micropollutants.
Suppose we were to implement our bioreactor in wastewater; the common suggestion is to go for a continuous flow
bioreactor, as this allows better efficiency and higher amounts of water can be purified in a given time. However,
that may be inefficient as our bacteria would require time to degrade the contaminants and hence require longer
residence time in the continuous bioreactor. Hence, we decided to design a packed bed bioreactor with immobilized
bacteria, with packing material as biochar, which will provide a nutritious environment for the growth of the
bacteria, hence reducing the lag phases, provided TCC enters the cell by passive diffusion and, therefore gets
broken down inside the cell.
The concentration of TCC in sludge (21000 ng/g dry weight) is significantly higher than in effluent (13000 ng/g
dry weight) [2]. We decided to implement our sludge-based bioreactor when the sludge is in a liquid state (97-99%
water content) before the drying and further treatment process to turn the liquid sludge into biosolids. We got
this idea through one of our human practices visits to a wastewater treatment plant in West Bengal, India.
Biochar
Biochar is a carbon-rich substance produced by the
thermal combustion of organic waste in an oxygen-limited environment. Biochar has a high surface area, due to
which it exhibits micropollutant and cell adsorption properties. It has high cation exchange capacity and
stability, making it useful for packing material for the packed bed bioreactor. Biochar is a simple, affordable,
and effective choice for adsorption of our target contaminant, triclocarban (TCC). It is also locally derived from
rice mills in our locality. The biochar has the perfect pore size of 0.6 to 0.8 nanometers required to adsorb TCC
efficiently.
According to the literature, the biochar modified with KOH in a ratio of 1:1 of biochar to KOH showed higher
adsorption of the target compound TCC compared to other ratios and just plain biochar. The KOH activation
increased the biochar's surface area, pore volume, and diameter, resulting in greater adsorption performance.
Biochar can also be used as a source of nutrients for the immobilized bacteria to proliferate, increasing
degradation efficiency [3].
Two primary options were considered for selecting the appropriate packing material for a packed column: structured
and random packing. Each of these options has distinct characteristics and advantages tailored to specific
applications.
Structured packing- It comprises engineered discs made from metal, plastic, or porcelain materials. These
discs have internal structures arranged in various honeycomb-like patterns. They are typically utilized within
cylindrical columns and consist of large material pieces. The design of structured packing cylinders is intricate
and optimized to provide a substantial surface area for efficient liquid-vapour contact without introducing
excessive resistance to liquid flow.
Random packing- It is employed in separation columns, particularly in processes like distillation. Its
primary purpose is to increase the surface area available for vapor-liquid contact, thus enhancing the efficiency
of chemical separation. Random packing comprises small pieces strategically designed to create a vast surface area
for reactants to interact while keeping the column's complexity to a minimum. The key objective of random packing
is to maximize the surface-to-volume ratio and minimize pressure drop.
We decided to go ahead with random packing because of the reasons listed below:
(1) Random packing gives more contact area between biochar and the sludge, increasing the mass transfer of the
active component (in our case, it is TCC).
(2) It is much more economically viable to implement than structured packing.
(3) It allows for better porosity and aeration.
(4) Easy handling and transport.
Since a Raschig ring structure provides maximum surface area, we chose to use a Raschig ring made of biochar as
our packing material (detailed below).
Raschig ring
The idea for making Biochar Raschig rings developed
during one of our iHP meetings with Dr. Kamatam Krishnaiah, where we were inspired by the desire to satisfy two
crucial requirements. The two requirements for the Raschig rings were that we could make them out of biochar and
to have the maximum surface area. A maximum surface area is desired to overcome few difficulties , one of which is
fouling of the biochar due to the sludge flow. A standardized procedure for making biochar Raschig rings does not
exist; hence, we have created a theoretical proposal for their construction. To do this construction, we found
information on Biochar pelletizing and making Raschig rings.
Production of Biochar Pellets:
Biochar pellets are made by compacting residual biochar into uniformly sized pellets using mechanical force with
or without a binder. Pelletization of residual biochar is achievable due to the combined effects of roller
pressure and back pressure caused by friction between the compressed material and the channel walls.
Biochar Pelletizing Methods [3]:
In Fig 6, the compressive bar will exert
force on the biochar pellet, forming a ring structure.
1. A binder is required to process biochar's pelletization under pyrolysis process conditions. A few researchers
used pyrolysis oil, lignin, starch, and other ingredients as binders and moisture in the densification process.
They found that the mechanical characteristics of biochar pellets combined with them improved significantly.
2. However, such binders will not bring about the required binding for making raschig rings, therefore the
properties of biochar can be further optimized by the use of polar functional groups for stronger electrostatic
force of attraction.
(We plan on using rice husk biochar; binders could be Lignin, starch, Ca(OH)2, clay, NaOH with 5-20% water)
Clay looked promising to us due to its affordability and was later validated with a human practice meeting with
Dr. Kevin Sowers and Dr. Ramananda Bhat sir as well.
3. Moisture, which is also essential in pelletization and can act as a binder and a lubricant. can be added to the
mixtures at different ratios using a magnetic stirrer before pelletization based on the biochar feed.
4. The shaped rings are fired in a furnace at high temperatures. However, biochar produced at high pyrolysis
temperatures (greater than 500 °C) leads to the unsuccessful formation of pellets and rings and results in the
degradation of biochar’s organic matter. This makes the biochar brittle, and therefore, further optimization is
required for firing and heating temperatures for biochar to make Raschig rings.
Making of a Raschig ring [6,7] :
1. The selected material (biochar) is initially obtained as a powder or granules.
2. The shaping process involves forming the material into the characteristic cylindrical ring shape. This can be
achieved through the method of pressing.
3. After shaping, the rings are dried to remove moisture and prepare them for firing to increase mechanical
strength.
4. The shaped rings are fired in a furnace at high temperatures. However, biochar produced at high pyrolysis
temperatures (greater than 500°C) leads to the unsuccessful formation of pellets and rings and results in the
degradation of biochar’s organic matter. This makes the biochar brittle, and therefore, further optimization is
required for firing and heating temperatures for biochar to make raschig rings
Immobilizing Bacteria on Raschig Rings [7,8]:
1.Isolate bacteria and shake at 150 rpm for 12 hours in a Minimal Salt Medium containing 0.66 g/L NaH2PO4.2H2O,
0.58 g/L Na2HPO4, 0.5 g/L NaCl, 2 g/L NH4Cl, 3 g/L KH2PO4, and 0.25 g/L MgSO4.7H2O at pH 7.0.
2.The bacteria-inoculated Minimal Salt Medium (MSM) is then centrifuged at 6000 rpm for 10 minutes, and the
supernatant is discarded. The particle is resuspended and rinsed with 0.85% NaCl.
3.To increase the concentration of the bacteria, 10 mL of MSM is added. Biochar is mixed with MSM with TCC and
concentrated bacteria to immobilize cells.
4.Shake the mixture at 150 rpm for 48 hours at room temperature. The cells are immobilized on the surface of the
biochar.
Immobilization technique:
Two methods can be employed to immobilize the microorganisms on the Raschig rings:
1. Adsorption- In this process, we gently shake or swirl the raschig rings with the bacterial culture to allow the
bacteria to attach to the ring surface.
2. Dipping- In this method, we dip the raschig ring into a bacterial culture for a fixed time to allow the
bacteria to adhere to the surface.
Sparger
Spargers are devices that distribute gasses into the liquid medium present in a bioreactor. There are different types of spargers: porous, orifice, nozzle, perforated, ladder, spider-type, and O-type spargers. Among these, perforated plate sparger is more efficient for our bioreactor due to its smaller orifice diameter. It is more efficient in gas-liquid mass transfer due to generating smaller bubble diameters. A perforated plate sparger comprises a flat plate with evenly spaced holes or perforations. These holes or perforations are distributed across the surface of the plate to maintain a uniform distribution of gas into the liquid medium. We aim to design the perforation plate more diminutive than the size of the raschig ring to overcome the possibility of the raschig ring passing through the holes. Further, the air pressure will be regulated through the pipe inlets connected from the bottom of the tank and spread across the channels, resulting in a uniform distribution. The gas-liquid mass transfer takes place in the tank.
Pressure Gauge
A pressure-powered system uses pressure gauges to measure the fluid intensity in the system to ensure there are no leaks or pressure variations that could impair the system's functioning. Hence, to ensure the proper functioning of our bioreactor, we would install a hydrostatic bourdon tube pressure gauge in the inlet valve. Hydrostatic pressure gauges measure the hydrostatic pressure of the liquid, which is influenced by the liquid’s height, density, and gravity. A bourdon tube possesses an elastic tube soldered on one end and fashioned into a socket. A rotary gear with a pointer receives the deflection in the tube resulting from a change in pressure; this deflection is proportional to the applied pressure. The basic idea of a Bourdon pressure gauge is that a curved tube will straighten when pressure is applied, as shown by a dial or digital readout. Bourdon tube pressure gauges are suitable for media that do not crystallize and are not highly viscous, hence suitable for a sludge treatment plant [9,10].
Cost Analysis
Cost Analysis - Packed bed batch Bioreactor
Design - batch packed bed reactor [10,11]
- Glass column
- Pressure gauge
- Water pump
- Sparger
- PVC pipes
- Biochar raschig rings
- Immobilization of bacteria on the rings
Equipment | Average price (in INR) |
---|---|
Generic Temperature Gauge | 750 |
Pressure gauge | 2441 |
Glass column | 5000 |
Industrial Stirrer | 2500 |
Motor | 1400 |
Water pump | 4800 |
PVC pipes | 400 |
Sparger | 1000 |
*These prices are rough estimates referenced from the product market prices. We also expect an increase in the proposed rate with the addition of biochar pelleting, immobilization cost, and operating cost.
Total cost - 18291(INR)
Total cost - 219.77 (Dollars) as of 10/10/2023
Future Implementation
Industrial scale-up of such a bioreactor faces multiple hurdles, including quantifying the required amount of biochar and mass manufacturing of the Raschig ring to fill the packed bed. To overcome these issues, we propose a fluidized bed batch bioreactor as our future implementation, which will utilize a lesser number of rings and also increase the mass transfer and mixing of the sludge with the biochar Raschig ring. We propose using a sparger to regulate sludge flow within the fluidized bed bioreactor to ensure a continuous sludge flow, as the viscosity of the sludge we are treating is almost equal to that of water.
Regeneration of biochar
Regeneration of biochar is done to clear the active sites of biochar of adsorbed compounds left at the end of a
process. Regeneration of biochar after the adsorption process enables it to improve the lifespan of a given packed
bed. This reduces the operational costs of the process it is being utilized in. Hence, for our solution, the
regeneration of biochar is essential for optimizing the wastewater treatment plant's economic efficiency.
Biochar regeneration employs the opposite process of adsorption, and the techniques used can be widely classified
as either adsorbate desorption or adsorbate decomposition. The adsorbate decomposition method involves decomposing
the adsorbed materials into less toxic byproducts or completely mineralizing the adsorbed pollutants. On the other
hand, adsorbate desorption involves breaking bonds between the biochar surface and the adsorbate (contaminants) by
thermal or non-thermal methods [13].
After our batch process for the degradation of triclocarban, we plan on using n-hexane as a solvent to regenerate
the biochar. This regeneration would clear the active sites of undegraded triclocarban and other compounds. A
suitable solvent (adsorbent) for regeneration should show good reusability and recyclability in industrial
processes [14].
We chose n-hexane as our solvent for this process due to its relatively low boiling point (69 °C) [15]. This
allows for easy evaporation and condensation, which makes it easily recyclable.
n-hexane is also relatively cheap and non-toxic to the environment and the bacterias in the sludge.
Toggling Mechanism
To treat the sludge which is continuously getting generated from the wastewater treatment plant along with having a regeneration process, we propose a toggling mechanism where 2 bioreactors will be present but only one will work at a time while the other will get regenerated . The toggling time is kept in such a way that our bacteria will have time to grow and degrade TCC upto 90% efficiency. From the calculations done in the model page, we decided that the toggling time or the time for which the sludge remains in one of the bioreactor before it is switched to the other bioreactor is 2 days at the max.
This video focuses on one of the bioreactors and shows the events taking place inside it (Batch time(T) and regeneration).
Toggling mechanism with regeneration:
Time (T)=0 to T=2 days: Sludge from the wastewater treatment plant is continuously fed into the sludge tank
starting at T=0 days. It should be able to hold 2 days' worth of sludge, hence it fills completely at
T=2 days.
T=2 to T=4 days: Once the right-hand side bioreactor fills up with the sludge, it remains in the tank and
reacts with the immobilized bacteria within the reactor for two days. After two days, it leaves the bioreactor.
While one reactor discharges, the sludge tank continues to fill up in the meantime T=2 to T=4 days.
T=4 to T=6 days: As the left-side bioreactor gets filled by the sludge from the sludge tank, the sludge
will remain within that reactor for 2 days and react with the immobilized bacteria (TCC goes inside the cell to
get degraded by passive diffusion). The right-hand side bioreactor will now undergo a regeneration process, which
will take a day or less than that.
The n-hexane will be released into the bioreactor, which will coat all
the packing material, desorbing the contaminants that weren't degraded by our bacteria and releasing them into a
side compartment where water will be present. This water + n-hexane + contaminants inside the side compartment can
be heated to 70°C by a heating coil thus n-hexane starts boiling as the boiling point of n-hexane is 69°C, and
pure hexane vapors get released, which gets collected in the small compartment above and condenses (since
temperature there is much lower than 70°C) and can be used again and again at the end of each batch process after
the discharge of the sludge from that bioreactor. The compartment with the water and left behind contaminants can
be released back into the bioreactor at the start of the following batch process which gives the water +
contaminants enough time to cool down from 70°C to normal temperatures before the start of the next batch process.
When this water + contaminants goes inside the bioreactor along with the next batch process, fresh water will be
supplied in that compartment to maintain the water volume for the next regeneration process. This cycle also
continues with the left-hand side bioreactor and regeneration after every degradation cycle. This regeneration
process ensures that the active sites on the biochar after every batch process is not filled with other
contaminants and hence ensures that the pores of the biochar are not clogged for the next batch process.
Kill Switch
We have ideated a CRISPR-based kill switch for the biocontainment of our genetically modified organism,
Acinetobacter baylyi. Our goal is to ensure that this modified bacteria does not escape into the
environment. We plan to utilize a kill switch that will be triggered by blue light, and provide an effective
containment mechanism.
The "Light-Induced Kill Switch" entails the use of a specific wavelength of light as the trigger for bacterial
containment. The system relies on genetically engineered photoreceptors that respond to this light signal, which,
when interrupted, leads to a chain of events resulting in cell death [16][17][18].
We are building upon the kill switch designed by iGEM USTC, NEU-China and Unesp_Brazil [19][20][21]. The
implementation of the project proposed by iGEM USTC was also done in wastewater treatment plants. By installing a
blue light emitting device post our designed bioreactor, the process of our biocontainment becomes inexpensive and
easier to control. We will be utilizing the two dimerized Photoreceptor VVDs and the linker molecule submitted by
iGEM USTC to the iGEM parts registry.
Table of parts submitted by iGEM USTC 2019: [19]
Positive Photoreceptor | Negative Photoreceptor | Linker molecule |
BBa_K2660009 | BBa_K2660008 | BBa_K105012 |
Design of our guide RNA:
The gRNA consists of target and PAM sequence. Literature survey to identify genes that are essential to the
natural metabolism of Acinetobacter baylyi was done. Targeting genes essential for the survival of
Acinetobacter baylyi will ensure that we achieve specific cell death.
In Acinetobacter baylyi, ACIAD1150 (called pyrC for short) and ACIAD1419 were identified as genes
responsible to express pyrimidine ribonucleotides which serve as integral molecules. Researchers tried to remove
the pyrC gene, but were unsuccessful, suggesting that this gene is irreplaceable by another gene in the bacterium.
Thus, they found that the pyrC gene is really crucial for the survival of the bacterium [22].
We obtained the sequence of the ACIAD1150 from the Actinobacter baylyi genome database[23].
To ensure that this sequence did not exist in any
other organism, we ran a FASTA search with a higher expectation value and a lower gap penalty. The closest match
apart from Acinetobacter baylyi, with 90% identity, was found to be Acinetobacter baumannii
[24].
We analyzed the use of Acinetobacter
baumannii in wastewater treatment plants, to ensure that an off target effect did not occur. After
conducting a literature review, we can conclude that Acinetobacter baumanii was found to be non essential
for the smooth operation of wastewater treatment plants and is found to be harmful in most treatment plants due to
its pathogenic nature [25][26].
By utilizing the ACIAD1150 gene, (the last 100 base pairs were removed due to limitations by the tool) we
designed different versions of the guide RNA using an online tool [27]. A sequence that can bind to the 895th
amino acid of ACIAD1150 and has a 92% on target accuracy was identified.
To further bolster the stability of our kill switch,
we will engineer the plasmid carrying the kill switch to be antibiotic-independent for maintenance by using an
alternative mechanism such as reporter genes, auxotrophic marker and host specific origin of replication. This
prevents potential interference from antibiotic resistance evolution [28][29].
Extensive laboratory and environmental testing needs to be done, to validate the efficacy of our kill switch. The
results obtained will be assessed to identify if the kill switch is activated under conditions of blue light in
the environment. This will lead to selective and efficient elimination of our modified bacteria. This validation
must be conducted in controlled environments as well as in simulated wastewater treatment conditions to mimic
real-world scenarios.
As an alternative to our initial plan, if our proposed light-induced kill switch doesn't prove effective, we
intend to develop a CRISPR-based kill switch for the biocontainment of our genetically modified Acinetobacter
baylyi [30]. This alternative kill switch is designed to activate in response to elevated chlorine levels,
providing a reliable containment mechanism.
The proposed design would include a two-input system. By integrating genetic components sensitive to
chlorine-induced stress, high chlorine concentrations can be dectected. To ensure genetic stability, we plan to
incorporate functional redundancy within the circuit and modulate the SOS response [31].
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