AU2021105316A4 - Preparation Method and Application of Novel Quinone Mediator Material - Google Patents
Preparation Method and Application of Novel Quinone Mediator Material Download PDFInfo
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- AU2021105316A4 AU2021105316A4 AU2021105316A AU2021105316A AU2021105316A4 AU 2021105316 A4 AU2021105316 A4 AU 2021105316A4 AU 2021105316 A AU2021105316 A AU 2021105316A AU 2021105316 A AU2021105316 A AU 2021105316A AU 2021105316 A4 AU2021105316 A4 AU 2021105316A4
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- sludge
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- biochar
- based biochar
- quinone mediator
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- AZQWKYJCGOJGHM-UHFFFAOYSA-N 1,4-benzoquinone Chemical compound O=C1C=CC(=O)C=C1 AZQWKYJCGOJGHM-UHFFFAOYSA-N 0.000 title claims abstract description 97
- 239000000463 material Substances 0.000 title claims abstract description 49
- 238000002360 preparation method Methods 0.000 title claims abstract description 20
- 239000010802 sludge Substances 0.000 claims abstract description 80
- PYKYMHQGRFAEBM-UHFFFAOYSA-N anthraquinone Natural products CCC(=O)c1c(O)c2C(=O)C3C(C=CC=C3O)C(=O)c2cc1CC(=O)OC PYKYMHQGRFAEBM-UHFFFAOYSA-N 0.000 claims abstract description 16
- 150000004056 anthraquinones Chemical class 0.000 claims abstract description 10
- -1 anthraquinone compounds Chemical class 0.000 claims abstract description 7
- 150000001875 compounds Chemical class 0.000 claims abstract description 3
- 238000006243 chemical reaction Methods 0.000 claims description 27
- VEXZGXHMUGYJMC-UHFFFAOYSA-N Hydrochloric acid Chemical compound Cl VEXZGXHMUGYJMC-UHFFFAOYSA-N 0.000 claims description 26
- JIAARYAFYJHUJI-UHFFFAOYSA-L zinc dichloride Chemical compound [Cl-].[Cl-].[Zn+2] JIAARYAFYJHUJI-UHFFFAOYSA-L 0.000 claims description 22
- 235000005074 zinc chloride Nutrition 0.000 claims description 11
- 239000011592 zinc chloride Substances 0.000 claims description 11
- GGCZERPQGJTIQP-UHFFFAOYSA-M sodium 2-anthraquinonesulfonate Chemical compound [Na+].C1=CC=C2C(=O)C3=CC(S(=O)(=O)[O-])=CC=C3C(=O)C2=C1 GGCZERPQGJTIQP-UHFFFAOYSA-M 0.000 claims description 10
- 238000000197 pyrolysis Methods 0.000 claims description 8
- 230000005484 gravity Effects 0.000 claims description 7
- 238000012986 modification Methods 0.000 claims description 6
- 230000004048 modification Effects 0.000 claims description 6
- 238000001816 cooling Methods 0.000 claims description 5
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 claims description 4
- 238000001035 drying Methods 0.000 claims description 4
- 238000004065 wastewater treatment Methods 0.000 claims description 3
- 239000001569 carbon dioxide Substances 0.000 claims description 2
- 229910002092 carbon dioxide Inorganic materials 0.000 claims description 2
- 238000000227 grinding Methods 0.000 claims description 2
- 238000007873 sieving Methods 0.000 claims description 2
- 238000005406 washing Methods 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 19
- 239000002351 wastewater Substances 0.000 abstract description 9
- 238000004043 dyeing Methods 0.000 abstract description 6
- 238000007639 printing Methods 0.000 abstract description 6
- 230000008569 process Effects 0.000 abstract description 6
- 239000010865 sewage Substances 0.000 abstract description 6
- 239000003344 environmental pollutant Substances 0.000 abstract description 2
- 238000011031 large-scale manufacturing process Methods 0.000 abstract description 2
- 231100000719 pollutant Toxicity 0.000 abstract description 2
- 230000036983 biotransformation Effects 0.000 abstract 1
- 239000000126 substance Substances 0.000 abstract 1
- 239000002699 waste material Substances 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 21
- XWZDJOJCYUSIEY-UHFFFAOYSA-L disodium 5-[(4,6-dichloro-1,3,5-triazin-2-yl)amino]-4-hydroxy-3-phenyldiazenylnaphthalene-2,7-disulfonate Chemical compound [Na+].[Na+].Oc1c(N=Nc2ccccc2)c(cc2cc(cc(Nc3nc(Cl)nc(Cl)n3)c12)S([O-])(=O)=O)S([O-])(=O)=O XWZDJOJCYUSIEY-UHFFFAOYSA-L 0.000 description 15
- 239000000987 azo dye Substances 0.000 description 14
- 238000011068 loading method Methods 0.000 description 12
- 239000000975 dye Substances 0.000 description 11
- 239000000945 filler Substances 0.000 description 11
- 239000008367 deionised water Substances 0.000 description 10
- 229910021641 deionized water Inorganic materials 0.000 description 10
- 238000005070 sampling Methods 0.000 description 8
- 125000004151 quinonyl group Chemical group 0.000 description 6
- DGAQECJNVWCQMB-PUAWFVPOSA-M Ilexoside XXIX Chemical compound C[C@@H]1CC[C@@]2(CC[C@@]3(C(=CC[C@H]4[C@]3(CC[C@@H]5[C@@]4(CC[C@@H](C5(C)C)OS(=O)(=O)[O-])C)C)[C@@H]2[C@]1(C)O)C)C(=O)O[C@H]6[C@@H]([C@H]([C@@H]([C@H](O6)CO)O)O)O.[Na+] DGAQECJNVWCQMB-PUAWFVPOSA-M 0.000 description 5
- 238000002474 experimental method Methods 0.000 description 5
- 125000002887 hydroxy group Chemical group [H]O* 0.000 description 5
- 239000011734 sodium Substances 0.000 description 5
- 229910052708 sodium Inorganic materials 0.000 description 5
- BDHFUVZGWQCTTF-UHFFFAOYSA-M sulfonate Chemical compound [O-]S(=O)=O BDHFUVZGWQCTTF-UHFFFAOYSA-M 0.000 description 5
- 239000002253 acid Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 230000027756 respiratory electron transport chain Effects 0.000 description 4
- 125000003178 carboxy group Chemical group [H]OC(*)=O 0.000 description 3
- 230000000052 comparative effect Effects 0.000 description 3
- 239000007789 gas Substances 0.000 description 3
- 238000010438 heat treatment Methods 0.000 description 3
- 230000009467 reduction Effects 0.000 description 3
- 238000003756 stirring Methods 0.000 description 3
- 238000012360 testing method Methods 0.000 description 3
- 238000001157 Fourier transform infrared spectrum Methods 0.000 description 2
- 229930192627 Naphthoquinone Natural products 0.000 description 2
- 238000002441 X-ray diffraction Methods 0.000 description 2
- 229910052799 carbon Inorganic materials 0.000 description 2
- 125000002915 carbonyl group Chemical group [*:2]C([*:1])=O 0.000 description 2
- 239000012876 carrier material Substances 0.000 description 2
- 125000001309 chloro group Chemical group Cl* 0.000 description 2
- 238000004042 decolorization Methods 0.000 description 2
- 230000003247 decreasing effect Effects 0.000 description 2
- 125000000524 functional group Chemical group 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 150000004053 quinones Chemical class 0.000 description 2
- 238000001878 scanning electron micrograph Methods 0.000 description 2
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 1
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 150000001299 aldehydes Chemical class 0.000 description 1
- 230000001174 ascending effect Effects 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 125000000751 azo group Chemical group [*]N=N[*] 0.000 description 1
- 238000010009 beating Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002210 biocatalytic effect Effects 0.000 description 1
- 238000006065 biodegradation reaction Methods 0.000 description 1
- 238000010170 biological method Methods 0.000 description 1
- 230000033558 biomineral tissue development Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000000460 chlorine Substances 0.000 description 1
- 229910052801 chlorine Inorganic materials 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 229910001873 dinitrogen Inorganic materials 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 150000002576 ketones Chemical class 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 239000002207 metabolite Substances 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 150000002791 naphthoquinones Chemical class 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 238000010992 reflux Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 238000012163 sequencing technique Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 125000000542 sulfonic acid group Chemical group 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
- CRUISIDZTHMGJT-UHFFFAOYSA-L zinc;dichloride;hydrochloride Chemical compound Cl.[Cl-].[Cl-].[Zn+2] CRUISIDZTHMGJT-UHFFFAOYSA-L 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C07—ORGANIC CHEMISTRY
- C07C—ACYCLIC OR CARBOCYCLIC COMPOUNDS
- C07C46/00—Preparation of quinones
- C07C46/10—Separation; Purification; Stabilisation; Use of additives
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/12—Activated sludge processes
- C02F3/1236—Particular type of activated sludge installations
- C02F3/1263—Sequencing batch reactors [SBR]
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/28—Anaerobic digestion processes
-
- C—CHEMISTRY; METALLURGY
- C07—ORGANIC CHEMISTRY
- C07C—ACYCLIC OR CARBOCYCLIC COMPOUNDS
- C07C50/00—Quinones
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/30—Organic compounds
- C02F2101/308—Dyes; Colorants; Fluorescent agents
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/30—Nature of the water, waste water, sewage or sludge to be treated from the textile industry
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Life Sciences & Earth Sciences (AREA)
- Microbiology (AREA)
- Biodiversity & Conservation Biology (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Treatment Of Sludge (AREA)
Abstract
The invention discloses a preparation method and application of a novel quinone
mediator material. According to the invention, the waste sludge-based biochar of a
sewage plant is used as a carrier, and anthraquinone compounds are connected to the
surface of the biochar in a chemical bonding mode. Therefore, the loaded anthraquinone
compounds are not easy to fall off from the surface of the biochar, and have high
stability and can be recycled. The application of the loaded material in an anaerobic
bioreactor can catalyze the anaerobic biotransformation of pollutants and improve the
treatment efficiency. The preparation method provided by the invention is simple in
process, strong in adaptability. It is capable of large-scale production, capable of
realizing resource utilization of excess sludge. It has high efficiency in treating printing
and dyeing wastewater.
Description
Preparation Method and Application of Novel Quinone Mediator Material
The invention belongs to the field of sewage treatment and sewage treatment materials, and
particularly relates to a preparation method and application of a novel quinone mediator
material.
With the development of economy, printing and dyeing industry plays a very important
role in the world economy and daily life. At the same time, however, it produces a large
amount of colored printing and dyeing wastewater, and the discharge of printing and dyeing
wastewater poses a great threat to the water environment. Azo dye is a kind of dye. Because
its molecule contains azo group -N=N-chromophore, it is called azo dye. Azo dye ranks
first among all kinds of dyes with wide chromatogram, uniform variety, large output and
wide application. If the wastewater containing reactive azo dye is effectively treated, it
means that most problems of dye wastewater treatment will be solved.
Biological method is the most widely used method to treat printing and dyeing wastewater
at present, especially the anaerobic+aerobic process is the most effective method to treat
this kind of wastewater. The low redox potential, complex structure and space obstruction
of dye molecules make the reduction and bond breaking reaction become the speed-limiting
step in the whole mineralization process of azo dyes. Therefore, the transfer of azo dyes
from the initial electron donor (co-metabolite) to the final electron acceptor is usually the
control step of anaerobic reduction of azo dyes.
Some compounds containing quinonyl can effectively accelerate the biological reduction
and transformation process of azo dyes. However, the redox mediator containing quinonyl
has strong water solubility, and it is easy to be discharged with water when directly added
into the reaction system, thus bringing secondary pollution and high cost.
In view of the above situation, the present invention provides a preparation method and
application of a novel quinone mediator material, aiming at loading a soluble quinone
mediator into an insoluble carrier material to prepare a new quinone mediator material. The
insoluble carrier material is biochar prepared from excess sludge. This method can provide
a new way for recycling excess sludge. This method is also used in the treatment
technology of azo dye wastewater to improve the anaerobic biological treatment effect of
azo dye, thus can avoid the loss of quinone mediator and reuse it repeatedly.
In order to achieve the above technical purpose, the present invention provides the
following technical scheme.
A preparation method of a quinone mediator material comprises the following steps.
The pretreated sludge-based biochar is immersed in a hydrochloric acid solution containing
zinc chloride for modification. It is taken out after standing for reaction. Then it is washed
to neutrality, and dried to obtain modified sludge-based biochar.
The modified sludge-based biochar is added to the anthraquinone compound solution for
reaction. The surface of the modified sludge-based biochar is washed and dried to obtain
the quinone mediator material.
Further, the sludge-based biochar is prepared by drying the excess sludge after gravity
concentration, pyrolyzing at high temperature under the condition of isolating air, and then
cooling, grinding and sieving.
Further, the excess sludge is gravity concentrated at 4°C and dried at 40-60°C.
Further, the high-temperature pyrolysis conditions are as follows. Putting the sludge-based
biochar into a tubular furnace, and pyrolyzing at a temperature of 350-950°C for 60-180
min under the atmosphere of carbon dioxide and nitrogen gas.
Further, the cooled sludge-based biochar is ground to pass through a 1-2 mm sieve.
Further, the pretreatment is to use deionized water to wash the surface of the sludge-based
biochar to neutrality and then dry it.
Furthermore, the content of zinc chloride in the hydrochloric acid solution is 250 g/L, and
the mass fraction of the hydrochloric acid is 37%.
Furthermore, the modification conditions are as follows. The temperature is 25-35°C, and
the time is 36-48 h.
Furthermore, the anthraquinone compound is anthraquinone 2 sodium sulfonate (AQS),
and its solution concentration is 1000 mg/L . The anthraquinone compound can also be
benzoquinone, anthraquinone and naphthoquinone compounds containing sulfonate
groups.
The reaction is carried out in a shaking table at a temperature of 25-35°C, a rotating speed
of 80-120 rpm and a time of 48 h. The drying temperature is 40-60°C.
The invention also discloses an application of the quinone mediator material obtained by
the preparation method in dye wastewater treatment technology.
Compared with the prior art, the invention has the beneficial effects as follows.
The invention provides a preparation method of a novel quinone mediator material. The
method adopts excess sludge as a substrate to prepare sludge biochar, and modifies the
surface of the sludge biochar. The method makes the sludge biochar have higher surface
loading performance, more developed void structure, and more surface functional groups.
Therefore, the method provides an effective material for biological treatment of azo dye
pollution. For sewage treatment facilities, the disposal cost of excess sludge accounts for
about 20-30% of its operating cost. Therefore, preparing the excess sludge into biochar
material to improve the operation and treatment effect of sewage plants is an ideal disposal
method of energy internal circulation.
According to the invention, the efficiency of loading anthraquinone compounds on the
sludge-based biochar is improved by adopting a pretreatment mode of hydrochloric acid
solution containing zinc chloride, so that the strong biocatalytic efficiency of the biochar
is realized. The main action mechanism is that chlorine atoms replace hydroxyl functional
groups (-OH) on the surface of the biochar to form chlorine substituents. Then sulfonic
acid groups in anthraquinone 2 sodium sulfonate are combined with chlorine substituents
to form covalent structures with high stability. After being fixed on biochar, anthraquinone
2 sodium sulfonate can effectively avoid secondary pollution, and can be recycled. It has
excellent economy, environmental friendliness and excellent mechanical properties. It can be used as a filler in a bioreactor to enhance the anaerobic biological treatment efficiency of azo dyes.
The preparation method provided by the invention is simple in process, strong in
adaptability. It is capable of large-scale production, capable of realizing resource utilization
of excess sludge. It has high efficiency in treating printing and dyeing wastewater.
In order to explain the embodiments of the present invention or the technical scheme in the
prior art more clearly, the figures needed in the embodiments will be briefly introduced
below. Obviously, the figures in the following description are only some embodiments of
the present invention, and for ordinary technicians in the field, other figures can be obtained
according to these figures without paying creative labor.
Figure 1 A Fourier transform infrared spectrum of modified sludge-based biochar and
quinone mediator material prepared in Embodiment 1
Figure 2 A SEM image of the surface of modified sludge-based biochar and quinone
mediator material prepared in Embodiment 1
Figure 3 An x-ray diffraction pattern of modified sludge-based biochar and quinone
mediator material prepared in Embodiment 1
Figure 4 An electron transfer capability measurement chart of modified sludge-based
biochar and quinone mediator material prepared in Embodiment 1
Figure 5 The application of quinone mediator material prepared in Embodiment 1 in
anaerobic biological treatment of reactive red 2 in a bioreactor (AnSBR)
Figure 6 The application of quinone mediator material prepared in Embodiment 1 in
anaerobic biological treatment of reactive red 2 dye in upflow fixed bed biofilm reactor
Various exemplary embodiments of the present invention will now be described in detail,
which should not be regarded as a limitation of the present invention, but rather as a more
detailed description of certain aspects, characteristics and embodiments of the present
invention.
It should be understood that the terms described in the present invention are only for
describing specific embodiments, and are not intended to limit the present invention. In
addition, as for the numerical range in the present invention, it should be understood that
every intermediate value between the upper limit and the lower limit of the range is also
specifically disclosed. Intermediate values within any stated value or stated range and every
smaller range between any other stated value or intermediate values within the stated range
are also included in the present invention. The upper and lower limits of these smaller
ranges can be independently included or excluded from the range.
Unless otherwise stated, all technical and scientific terms used herein have the same
meanings as commonly understood by those skilled in the art to which the present invention
relates. Although the present invention only describes preferred methods and materials,
any methods and materials similar or equivalent to those described herein may be used in
the practice or testing of the present invention. All documents mentioned in this
specification are incorporated by reference to disclose and describe methods and/or materials related to the documents. In case of conflict with any incorporated documents, the contents of this specification shall prevail.
Without departing from the scope or spirit of the invention, it is obvious to those skilled in
the art that many modifications and changes can be made to the specific embodiments of
the specification of the invention. Other embodiments derived from the description of the
present invention will be apparent to the skilled person. The specification and embodiments
of this application are only exemplary.
As used herein, "including", "comprising", "having", "containing", etc. are all open terms,
which means including but not limited to.
Embodiment 1
The excess sludge was gravity concentrated at 4°C for 24 h after being retrieved. The
concentrated excess sludge was dried at 60°C. After being dried, 20g of dry sludge was
weighed and placed in a crucible boat, and then the crucible boat was put into a pyrolysis
furnace for pyrolysis treatment. The ambient gas wasC02, the flow rate was 0.8 L/min, the
heating rate was 5°C/min, and the temperature was 550°C. After cooling to room
temperature, the sludge was ground and screened by 1-2 mm to obtain sludge-based
biochar.
The prepared sludge-based biochar was washed to neutrality by deionized water and then
dried at 60°C for 24 h. Weighed 5g of sludge-based biochar and soaked it in 50 mL of
hydrochloric acid with mass fraction of 37%. The content of zinc chloride in hydrochloric
acid solution was 250 g/L, the reaction conditions were 30°C and standing for 48 h. After
the reaction, the sludge-based biochar was separated from the hydrochloric acid solution containing zinc chloride. The sludge-based biochar was repeatedly washed to neutrality with deionized water, and dried at 60°C to obtain modified sludge-based biochar.
The modified sludge-based biochar was put into 1000 mg/L anthraquinone 2 sodium
sulfonate solution. The reaction was carried out in a shaking table with conditions of 30°C,
120 rpm and 48 h. After the reaction, the surface was washed with deionized water to
neutrality, and dried at 60°C to obtain quinone mediator material.
Figure 1 is a Fourier transform infrared spectrum of modified sludge-based biochar and
quinone mediator material prepared in this embodiment. It can be seen from the figure that
the modified sludge-based biochar and quinone mediator material all have characteristic
peaks at 3420-3440 cm-1, 1700-1750 cm-1, 1630-1650 cm-1 and 1420-1440 cm-1,
representing oxygen-containing functional groups (carboxyl, aldehyde, ketone and
quinonyl), respectively. The characteristic peak of sulfonic acid group (-SO 3 ) in
anthraquinone 2 sodium sulfonate is at 1215 cm- 1, indicating that anthraquinone 2 sodium
sulfonate has been successfully loaded on the surface of biochar.
Figure 2 is a scanning electron micrograph of the surface of modified sludge-based biochar
and quinone mediator material prepared in this embodiment. It can be seen from the figure
that the surface of modified sludge-based biochar is rough, and the surface morphology
presents granular structure. After loading quinone mediator, the granular structure on the
surface of the material becomes smaller, the surface becomes coarser, and pore structure
appears, indicating that a more favorable surface structure for loading quinone mediator is
provided.
Figure 3 is an x-ray diffraction pattern of modified sludge-based biochar and quinone
mediator material prepared in this embodiment. It can be seen from the figure that there
are vibration peaks of quinone (531.2 eV), carbonyl (532.5 eV), hydroxyl (533.7 eV) and
carboxyl (534.3-535.4 eV). After loading anthraquinone, the contents of carboxyl,
hydroxyl, carbon and quinonyl on the surface of quinonyl materials are 3.35%, 2.73%,
47.21% and 46.70%, respectively. The content of corresponding groups on the surface of
modified sludge-based biochar is 3.90%, 27.54%, 43.98% and 24.58% respectively. After
loading anthraquinone 2 sodium sulfonate, the quinonyl and carbonyl content on the
surface of the modified sludge-based biochar increased by 47.34 and 6.83%, respectively,
while the hydroxyl content decreased by 90.05% after loading. This indicates that sodium
anthraquinone 2 sodium sulfonate is loaded on the surface of modified sludge-based
biochar and replaces the original hydroxyl structure.
Figure 4 is the measurement of electron transfer ability of biochar and quinone mediator
material prepared in this embodiment. It can be seen from the figure that before loading
anthraquinone 2 sodium sulfonate, the electron gain ability of biochar is 0.528 and 0.972
mmol e- g-1 , and the electron donating capacity is 0.269 and 0.760 mmol e- g-1 , respectively.
After loading anthraquinone 2 sodium sulfonate, the electron gain ability and electron
donating ability are increased by 45.68 and 64.61%, respectively. The electron gain and
loss ability of biochar before and after loading is the absolute sum of the electron gain
ability and electron loss ability, which is 0.937 and 2.114, respectively. The electron gain
and loss ability is improved by 55.68%, indicating that quinone mediator material has good
electron transfer ability.
Test example 1
Experiment of treatment effect of biochar-based anthraquinone (BC-AQS) mediator on
reactive red 2 dye wastewater. The quinone mediator material prepared in Embodiment 1
was put into an anaerobic sequencing batch bioreactor (AnSBR) (as shown in Figure 5).
The middle and lower parts of the reactor are equipped with stirring paddles. The quinone
mediator material was added into the reactor and naturally settled to the bottom. The
addition concentration was 20 g/L, and the particle size was 1-2 mm. Anaerobic flocculent
sludge (MLSS is 4000 mg/L) which has been domesticated in advance was added into the
reaction system. The lower part of the side of the reactor is equipped with a water outlet.
The upper side of the reactor is provided with a water inlet, and the top of the reactor is
provided with a vent and a sampling port. The sampling port extends below the reaction
liquid level to realize the water sealing function. The hydraulic retention time of the reactor
was 24 h, drainage was 10 min, water inflow was 10 min, sedimentation was 30 min, the
rest of the time was mixing and stirring in the reaction system, the stirring speed was 30
rpm, and the temperature was controlled at 30°C. The quinone mediator material can
naturally settle into the reaction system, and there is no requirement for AnSBR structure.
This application method has a wide application prospect in upgrading sewage treatment
facilities. The experimental results of biodegradation of reactive red 2 during the actual
operation of the reactor show that when the influent concentration of reactive red 2 was
100-400 mg/L, the average decolorization rates of the materials with quinone mediator and
without quinone mediator in the reaction system were 81-92% and 22-39%, respectively.
This indicates that bio-carbon based quinone mediator material can enhance the biological
treatment of azo dyes and significantly accelerate the extracellular electron transfer process
of microorganisms on its surface.
Test example 2
The quinone mediator material prepared in Embodiment 1 was put into an upflow fixed
bed biofilm (UAFB) reactor for biological treatment experiment of reactive red 2 dye (as
shown in Figure 6). The applied UAFB reactor is provided with a water inlet at the bottom,
an air outlet at the upper part, a water outlet at the top side, an internal reflux port at the
upper side and sampling ports. In order to prevent the bottom of the filler layer from being
blocked, a cobblestone cushion layer is arranged at the bottom of the filler layer. The height
of the cushion layer accounts for about 10% of the total cushion layer. The upper part of
cobblestone is a quinone mediator filler layer, and the side part of the packing layer is
provided with three sampling ports of solid filler, namely upper, middle and lower. The
sampling ports extend to the outside. Isolation columns are arranged between the outermost
parts of the sampling ports and the filler layer to prevent the filler from entering the
sampling tube to cause short circuit in the treatment area and affect the evaluation of the
actual performance of the quinone mediator filler. ORP electrode is arranged on the upper
part of filler layer, and liquid sampling ports are arranged on the side of reactor. The particle
size of quinone mediator in the filler layer was 2-3mm. After the quinone mediator was
filled into the reactor, the filler was inoculated by beating mud hanging method to speed
up the formation time of biofilm. The anaerobic sludge was anaerobic flocculent sludge
domesticated in advance. After 7 days of domestication, the sludge was completely
discharged and the biofilm domestication was started. The reactor adopted internal
circulation to increase the ascending flow rate to 1 m/L, and after 15 days of cultivation,
the biofilm was formed. The concentration of reactive red 2 in influent water was 100-400
mg/L. After long-term operation, the removal rate of reactive red 2 by the reaction system could reach 83-95%. The reaction system has a good decolorization effect on reactive red
2.
To sum up, after the biochar material in the present invention is pretreated by the
hydrochloric acid zinc chloride solution, the loading rate of the quinone mediator is
increased, thereby accelerating the treatment of azo dyes in the anaerobic biological
reaction system. Moreover, the surface of the material is easy to form biofilm content while
promoting the treatment of pollutants.
Embodiment 2
The excess sludge was gravity concentrated at 4°C for 24 h after being retrieved. The
concentrated excess sludge was dried at 40°C. After being dried, 20g of dry sludge was
weighed and placed in a crucible boat, and then the crucible boat was put into a pyrolysis
furnace for pyrolysis treatment. The ambient gas was N2, the flow rate was 0.8 L/min, the
heating rate was 5°C/min, and the temperature was 950°C. After cooling to room
temperature, the sludge was ground and screened by 1-2 mm to obtain sludge-based
biochar.
The prepared sludge-based biochar was washed to neutrality by deionized water and then
dried at 40°C for 24 h. Weighed 5g of sludge-based biochar and soaked it in 50 mL of
hydrochloric acid with mass fraction of 37%. The content of zinc chloride in hydrochloric
acid solution was 250 g/L, the reaction conditions were 30°C and standing for 48 h. After
the reaction, the sludge-based biochar was separated from the hydrochloric acid solution
containing zinc chloride. The sludge-based biochar was repeatedly washed to neutrality
with deionized water, and dried at 40°C to obtain modified sludge-based biochar.
The modified sludge-based biochar was put into 1000 mg/L naphthoquinone (2- hydroxyl
-1,4- naphthoquinone) solution, and the reaction was carried out in a shaking table with
conditions of 35°C, 120 rpm and 48 h. After the reaction, the surface was washed with
deionized water to neutrality, and dried at 40°C to obtain quinone mediator material.
The removal rate of reactive red 2 in UAFB reactor used by this quinone mediator material
was 93%.
Embodiment 3
The excess sludge was gravity concentrated at 4°C for 24 h after being retrieved. The
concentrated excess sludge was dried at 50°C. After being dried, 20g of dry sludge was
weighed and placed in a crucible boat, and then the crucible boat was put into a pyrolysis
furnace for pyrolysis treatment. The ambient gas was N2, the flow rate was 0.8 L/min, the
heating rate was 5°C/min, and the temperature was 300°C. After cooling to room
temperature, the sludge was ground and screened by 1-2 mm to obtain sludge-based
biochar.
The prepared sludge-based biochar was washed to neutrality by deionized water and then
dried at 50°C for 24 h. Weighed 5g of sludge-based biochar and soaked it in 50 mL of
hydrochloric acid with mass fraction of 37%. The content of zinc chloride in hydrochloric
acid solution was 250 g/L, the reaction conditions were 30°C and standing for 48 h. After
the reaction, the sludge-based biochar was separated from the hydrochloric acid solution
containing zinc chloride. The sludge-based biochar was repeatedly washed to neutrality
with deionized water, and dried at 50°C to obtain modified sludge-based biochar.
The modified sludge-based biochar was put into 1000 mg/L anthraquinone solution, and
the reaction was carried out in a shaking table with conditions of 25°C, 80 rpm and 48 h.
After the reaction, the surface was washed with deionized water to neutrality, and dried at
°C to obtain quinone mediator material.
The removal rate of reactive red 2 in UAFB reactor used by this quinone mediator material
was 84%.
Comparative example 1
Same as Embodiment 1, except that the modified sludge-based biochar was replaced by
sludge-based biochar. The prepared quinone mediator material was put into an upflow
fixed bed biofilm reactor (UAFB) for biological treatment experiment of reactive red 2
dye. It was found that the removal rate of reactive red 2 was 63%, and the removal rate
decreased significantly.
Comparative example 2
Compared with Embodiment 1, the difference lied in that the solution of anthraquinone 2
sodium sulfonate was directly added to the upflow fixed bed biofilm reactor (UAFB) for
biological treatment experiment of reactive red 2 dye. The results showed that the removal
rate of reactive red 2 was 98%, but anthraquinone 2 sodium sulfonate flowed out with
water, causing secondary pollution.
Comparative example 3
Compared with Embodiment 1, the difference is that the biological treatment experiment
of reactive red 2 dye was carried out in an upflow fixed bed biofilm reactor (UAFB) without adding quinone mediator material. The results showed that the removal rate of reactive red
2 was 33%, and the removal rate dropped obviously.
The above is only a preferred embodiment of the present invention, and is not intended to
limit the present invention. Any modifications, equivalent substitutions and improvements
made within the spirit and principles of the present invention shall be included in the scope
of protection of the present invention.
Claims (10)
1. A preparation method of quinone mediator material, characterized by comprising the
following steps:
the pretreated sludge-based biochar is immersed in a hydrochloric acid solution containing
zinc chloride for modification; then it is washed to neutrality, and dried to obtain modified
sludge-based biochar;
the modified sludge-based biochar is added to the anthraquinone compound solution for
reaction; then it is washed and dried to obtain the quinone mediator material.
2. The preparation method according to Claim 1, characterized in that the sludge-based
biochar is prepared by drying the excess sludge after gravity concentration, pyrolyzing at
high temperature under the condition of isolating air, and then cooling, grinding and
sieving.
3. The preparation method according to Claim 2, characterized in that the excess sludge is
gravity concentrated at 4°C and dried at 40-60°C.
4. The preparation method according to Claim 2, characterized in that the high-temperature
pyrolysis conditions are carbon dioxide gas atmosphere, temperature of 300-950°C, and
time of 60-180 min.
5. The preparation method according to Claim 2, characterized in that the cooled sludge
based biochar is ground to pass through a 1-2 mm sieve.
6. The preparation method according to Claim 1, characterized in that the pretreatment is
washing to neutrality and then drying.
7. The preparation method according to Claim 1, characterized in that the content of zinc
chloride in the hydrochloric acid solution is 250 g/L, and the mass fraction of the
hydrochloric acid is 37%.
8. The preparation method according to Claim 1, characterized in that the modification
conditions are temperature of 25-35°C. and time of 36-48 h.
9. The preparation method according to Claim 1, characterized in that the anthraquinone
compound is anthraquinone 2 sodium sulfonate; the reaction conditions are as follows: the
temperature is 25-35°C, the rotating speed is 80-120 rpm, and the time is 48 h.
10. Application of a quinone mediator material obtained by the preparation method
according to any one of Claims 1 to 9 in dye wastewater treatment technology.
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CN115178235A (en) * | 2022-06-16 | 2022-10-14 | 昆明理工大学 | Method for removing Cr (VI) in water body by high-efficiency adsorption of modified biochar |
CN116393117A (en) * | 2023-03-23 | 2023-07-07 | 河南师范大学 | Method for preparing biochar to realize double reduction of sludge and microplastic and application |
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Publication number | Priority date | Publication date | Assignee | Title |
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CN115178235A (en) * | 2022-06-16 | 2022-10-14 | 昆明理工大学 | Method for removing Cr (VI) in water body by high-efficiency adsorption of modified biochar |
CN116393117A (en) * | 2023-03-23 | 2023-07-07 | 河南师范大学 | Method for preparing biochar to realize double reduction of sludge and microplastic and application |
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