CN114870642A - Preparation method of modified ceramic membrane for filter backwashing wastewater treatment - Google Patents

Preparation method of modified ceramic membrane for filter backwashing wastewater treatment Download PDF

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Publication number
CN114870642A
CN114870642A CN202210563691.0A CN202210563691A CN114870642A CN 114870642 A CN114870642 A CN 114870642A CN 202210563691 A CN202210563691 A CN 202210563691A CN 114870642 A CN114870642 A CN 114870642A
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ceramic membrane
wastewater treatment
filter
modified ceramic
preparation
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CN114870642B (en
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马军
张瑛洁
武睿
王晶惠
程喜全
王凯
徐美庆
朱彦磊
高新磊
刘鹏程
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Guangdong Yuehai Water Investment Co ltd
Shandong Zhong'ou Membrane Technology Research Co ltd
National Engineering Research Center for Water Resources of Harbin Institute of Technology Co Ltd
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Guangdong Yuehai Water Investment Co ltd
Shandong Zhong'ou Membrane Technology Research Co ltd
National Engineering Research Center for Water Resources of Harbin Institute of Technology Co Ltd
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Priority to PCT/CN2022/095247 priority patent/WO2023225943A1/en
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D69/00Semi-permeable membranes for separation processes or apparatus characterised by their form, structure or properties; Manufacturing processes specially adapted therefor
    • B01D69/02Semi-permeable membranes for separation processes or apparatus characterised by their form, structure or properties; Manufacturing processes specially adapted therefor characterised by their properties
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D71/00Semi-permeable membranes for separation processes or apparatus characterised by the material; Manufacturing processes specially adapted therefor
    • B01D71/06Organic material
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D2323/00Details relating to membrane preparation
    • B01D2323/02Hydrophilization
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

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  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)

Abstract

A preparation method of a modified ceramic membrane for filter backwashing wastewater treatment relates to a preparation method of a separation membrane. The invention aims to solve the problems of high concentration of particle pollutants, high biomass content and serious membrane pollution in the backwashing wastewater of the existing filter tank, which causes the low service life of the membrane. The method comprises the following steps: firstly, preparing bionic coating liquid; conveying the bionic coating liquid to a ceramic membrane component in a ceramic membrane coating pool, and circularly flowing; thirdly, aerating; fourthly, silver nitrate treatment is used; and fifthly, carrying out surface treatment by using a modifier solution to obtain the modified ceramic membrane for filter backwashing wastewater treatment. The modified ceramic membrane for filter backwashing wastewater treatment prepared by the invention can realize gravity drive, and the permeation flux can reach 200Lm ‑2 h ‑1 The retention rate of turbidity, algae, bacteria and the like can reach more than 99.999 percent, and the recovery rate can reach more than 98 percent. The invention is suitable for processingAnd backwashing the wastewater in the filter.

Description

Preparation method of modified ceramic membrane for filter backwashing wastewater treatment
Technical Field
The invention relates to a preparation method of a separation membrane.
Background
Filter tank backwashing wastewater and the like in the water treatment process of a water plant are main sources of water plant wastewater, and account for 5% -10% of daily water yield of the water plant. Because the quantity of tap water plants and the water production scale in China are gradually increased, the water quantity of the tap water plants is huge, if the tap water plants can be recycled and utilized, raw water resources and water delivery engineering cost are saved, and environmental pollution caused by waste water discharge is reduced, so that sustainable development and effective utilization of water resources are realized. China is a large water-consuming country, the water supply amount of China is about 6000 hundred million tons every year, the equipment is popularized to save water, and the water saving amount can reach 180 hundred million tons to 600 hundred million tons per year at most. At present, the backwashing water recycling technology is still in a starting stage, a large-scale application example is provided, the technology is a commercial blue sea, and the growth space is huge.
The membrane technology is taken as a core technology of a third-generation water purification process, gradually enters the market, and can effectively realize the recycling of backwash water. However, the backwash water has high concentration of particle pollutants, high biomass content, serious membrane pollution and short service life.
Disclosure of Invention
The invention aims to solve the problems of high concentration of particle pollutants, high biomass content and serious membrane pollution in the existing filter backwashing wastewater, so that the service life of the membrane is short, and provides a preparation method of a modified ceramic membrane for filter backwashing wastewater treatment.
A preparation method of a modified ceramic membrane for filter backwashing wastewater treatment is completed according to the following steps:
firstly, preparing bionic coating liquid:
dispersing a solute into water by taking a polyphenol substance, an amine substance and a silane coupling agent as solutes to obtain a bionic coating solution;
conveying the bionic coating liquid to a ceramic membrane component in a ceramic membrane coating pool by a pump, and circularly flowing;
thirdly, aerating in the ceramic film coating pool to increase the oxygen content;
taking out the ceramic membrane module, cleaning the ceramic membrane module by using water, and placing the cleaned ceramic membrane module in a silver nitrate solution for surface treatment to obtain a silver nitrate-treated ceramic membrane module;
and fifthly, placing the ceramic membrane assembly treated by the silver nitrate into a modifier solution for surface treatment, taking out and cleaning to obtain the modified ceramic membrane for filter backwashing wastewater treatment.
The principle of the invention is as follows:
according to the invention, a bionic coating principle is utilized, a polyphenol-polyamine hydrophilic coating is combined on the surface of the ceramic, hydrophilic nanoparticles are introduced into the surface by further utilizing a silane coupling agent and the like, the surface hydrophilicity of the separation membrane is increased, silver ions are introduced into the surface, and Ag nanoparticles are generated through aldehyde reduction, so that the antibacterial effect is achieved; the method utilizes a surface bionic coating technology combined with a chemical grafting and nano particle preparation technology to construct a hydrophilic-antibacterial multi-stage pollution-resistant structure, so that the pollution-resistant characteristic of the ceramic membrane is improved, and the service life of the separation membrane is prolonged.
The invention has the advantages that:
the invention aims to develop a modified ceramic membrane for backwashing water treatment, which has obvious hydrophilicity and biological pollution resistance, can effectively kill microbial cells in backwashing water, and prevent membrane pollution; the modified ceramic membrane (separation membrane) for treating the backwashing wastewater of the filter tank, which is prepared by the invention, can realize gravity drive, and the permeation flux can reach 200Lm -2 h -1 The method has the advantages that the retention rate of turbidity, algae, bacteria and the like can reach more than 99.999 percent, the recovery rate can reach more than 98 percent, the pollution recovery rate can reach more than 98 percent, the cleaning period can reach more than one week, the operation cost is low, and the backwashing water can be efficiently recovered.
The invention is suitable for treating the backwashing wastewater of the filter tank.
Detailed Description
The following examples further illustrate the present invention but are not to be construed as limiting the invention. Modifications and substitutions to methods, steps or conditions of the present invention may be made without departing from the spirit of the invention.
The first embodiment is as follows: the embodiment provides a preparation method of a modified ceramic membrane for filter backwashing wastewater treatment, which is specifically completed by the following steps:
firstly, preparing bionic coating liquid:
dispersing a solute into water by taking a polyphenol substance, an amine substance and a silane coupling agent as solutes to obtain a bionic coating solution;
conveying the bionic coating liquid to a ceramic membrane component in a ceramic membrane coating pool by a pump, and circularly flowing;
thirdly, aerating in the ceramic film coating tank to increase the oxygen content;
taking out the ceramic membrane module, cleaning the ceramic membrane module by using water, and placing the cleaned ceramic membrane module in a silver nitrate solution for surface treatment to obtain a silver nitrate-treated ceramic membrane module;
and fifthly, placing the ceramic membrane assembly treated by the silver nitrate into a modifier solution for surface treatment, taking out and cleaning to obtain the modified ceramic membrane for filter backwashing wastewater treatment.
The second embodiment is as follows: the present embodiment differs from the present embodiment in that: the polyphenol substances in the step one are one or a mixture of dopamine, gallic acid and pyrocatechol. Other steps are the same as in the first embodiment.
The third concrete implementation mode: the present embodiment differs from the first or second embodiment in that: the amine substance in the step one is one or a mixture of ethylene diamine, hexamethylene diamine and polyethyleneimine. The other steps are the same as in the first or second embodiment.
The fourth concrete implementation mode is as follows: the difference between this embodiment and one of the first to third embodiments is as follows: the silane coupling agent in the first step is one or a mixture of KH550 and KH 560. The other steps are the same as those in the first to third embodiments.
The fifth concrete implementation mode: the difference between this embodiment and one of the first to fourth embodiments is: the mass ratio of the polyphenol substances, the amine substances and the silane coupling agents in the step one is (3-6): 1-4; the mass fraction of solute in the bionic coating liquid A is 1-10%. The other steps are the same as those in the first to fourth embodiments.
The sixth specific implementation mode is as follows: the difference between this embodiment and one of the first to fifth embodiments is as follows: and the ceramic membrane component in the second step is an immersed component or a column type membrane component. The other steps are the same as those in the first to fifth embodiments.
The seventh embodiment: the difference between this embodiment and the first to sixth embodiments is: the aeration rate in the third step is 0.011-10L/min, and the aeration time is 0.5-48 h. The other steps are the same as those in the first to sixth embodiments.
The specific implementation mode is eight: the difference between this embodiment and one of the first to seventh embodiments is: the time of the circulating flow in the step two is 0.5-48 h. The other steps are the same as those in the first to seventh embodiments.
The specific implementation method nine: the difference between this embodiment and the first to eighth embodiments is: the concentration of the silver nitrate solution in the fourth step is 0.01 g/L-10 g/L; the surface treatment time in the fourth step is 5min to 60 min. The other steps are the same as those in the first to eighth embodiments.
The detailed implementation mode is ten: the difference between this embodiment and one of the first to ninth embodiments is as follows: the modifier solution in the fifth step is formaldehyde solution or glutaraldehyde solution; the concentration of the modifier solution in the step five is 0.01 g/L-10 g/L; and the surface treatment time in the fifth step is 5-60 min. The other steps are the same as those in the first to ninth embodiments.
The present invention will be described in detail with reference to examples.
The following examples were used to demonstrate the beneficial effects of the present invention:
example 1: a preparation method of a modified ceramic membrane for filter backwashing wastewater treatment is specifically completed according to the following steps:
firstly, preparing bionic coating liquid:
dispersing the solute into water by using gallic acid, polyethyleneimine and KH560 as solutes to obtain a bionic coating solution;
in the first step, the mass fraction of gallic acid in the solute is 40%, the mass fraction of polyethyleneimine is 40%, and the mass fraction of KH560 is 20%; the mass fraction of solute in the bionic coating liquid in the step one is 5%;
conveying the bionic coating liquid to a ceramic membrane component in a ceramic membrane coating pool by a pump, and circularly flowing;
the ceramic membrane component in the second step is an immersed component;
the time of the circulating flow in the step two is 10 h;
thirdly, aerating in the ceramic film coating tank to increase the oxygen content;
the aeration speed in the third step is 0.8L/min, and the aeration time is 10 h;
taking out the ceramic membrane module, cleaning the ceramic membrane module by using water, and placing the cleaned ceramic membrane module in silver nitrate solution with the concentration of 0.5g/L for surface treatment for 20min to obtain a silver nitrate-treated ceramic membrane module;
fifthly, placing the ceramic membrane module treated by the silver nitrate into a formaldehyde solution with the concentration of 0.5g/L for surface treatment for 20min, taking out and cleaning to obtain the modified ceramic membrane for the filter backwashing wastewater treatment.
Example 2: a preparation method of a modified ceramic membrane for filter backwashing wastewater treatment is specifically completed according to the following steps:
firstly, preparing bionic coating liquid:
using dopamine, ethylenediamine and KH560 as solutes, and dispersing the solutes into water to obtain a bionic coating solution;
in the first step, the mass fraction of dopamine in the solute is 30%, the mass fraction of ethylenediamine is 30%, and the mass fraction of KH560 is 40%; the mass fraction of solute in the bionic coating liquid in the step one is 5%;
conveying the bionic coating liquid to a ceramic membrane component in a ceramic membrane coating pool by a pump, and circularly flowing;
the ceramic membrane component in the second step is an immersed component;
the time of the circulating flow in the step two is 6 h;
thirdly, aerating in the ceramic film coating tank to increase the oxygen content;
the aeration speed in the third step is 1.2L/min, and the aeration time is 6 h;
taking out the ceramic membrane module, cleaning the ceramic membrane module by using water, and placing the cleaned ceramic membrane module in silver nitrate solution with the concentration of 0.5g/L for surface treatment for 15min to obtain a silver nitrate-treated ceramic membrane module;
and fifthly, placing the ceramic membrane module treated by the silver nitrate into a glutaraldehyde solution with the concentration of 0.5g/L for surface treatment for 15min, taking out and cleaning to obtain the modified ceramic membrane for filter backwashing wastewater treatment.
Comparative example 1: commercial ultrafiltration membranes were used.
The modified ceramic membrane for filter backwash wastewater treatment prepared in examples 1-2 and the commercial ultrafiltration membrane in comparative example 1 were used to treat filter backwash wastewater, and the treatment effect and performance are shown in table 1;
TABLE 1
Figure BDA0003657456620000041
Figure BDA0003657456620000051
As can be seen from Table 1, the modified ceramic membrane for filter backwashing wastewater treatment prepared by the method has greatly improved permeation flux, improved pollution resistance, greatly prolonged cleaning period, excellent performance, greatly reduced operation cost and wide application prospect compared with a commercial ultrafiltration membrane.
Finally, it should be noted that: the above examples are only intended to illustrate the technical solution of the present invention, but not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; and such modifications or substitutions do not depart from the spirit of the corresponding technical solutions of the embodiments of the present invention.

Claims (10)

1. A preparation method of a modified ceramic membrane for filter backwashing wastewater treatment is characterized by comprising the following steps:
firstly, preparing bionic coating liquid:
dispersing a solute into water by taking a polyphenol substance, an amine substance and a silane coupling agent as solutes to obtain a bionic coating solution;
conveying the bionic coating liquid to a ceramic membrane component in a ceramic membrane coating pool by a pump, and circularly flowing;
thirdly, aerating in the ceramic film coating tank to increase the oxygen content;
taking out the ceramic membrane module, cleaning the ceramic membrane module by using water, and placing the cleaned ceramic membrane module in a silver nitrate solution for surface treatment to obtain a silver nitrate-treated ceramic membrane module;
and fifthly, placing the ceramic membrane assembly treated by the silver nitrate into a modifier solution for surface treatment, taking out and cleaning to obtain the modified ceramic membrane for filter backwashing wastewater treatment.
2. The method according to claim 1, wherein the polyphenols in step one are a mixture of one or more of dopamine, gallic acid and catechol.
3. The method according to claim 1, wherein the amine is a mixture of one or more of ethylenediamine, hexamethylenediamine and polyethyleneimine.
4. The method according to claim 1, wherein the silane coupling agent in step one is selected from the group consisting of KH550 and KH 560.
5. The method for preparing a modified ceramic membrane for filter backwash wastewater treatment according to claim 1, wherein in the first step, the mass fraction of the polyphenols in the solute is 30-60%, the mass fraction of the amines in the solute is 30-60%, and the mass fraction of the silane coupling agent in the solute is 10-40%; the mass fraction of solute in the bionic coating liquid in the step one is 1-10%.
6. The method according to claim 1, wherein the ceramic membrane module in step two is an immersion module or a column module.
7. The preparation method of the modified ceramic membrane for filter backwashing wastewater treatment according to claim 1, wherein the aeration rate in the third step is 0.011-10L/min, and the aeration time is 0.5-48 h.
8. The method for preparing a modified ceramic membrane for filter backwashing wastewater treatment according to claim 1, wherein the time of the circulating flow in the second step is 0.5-48 hours.
9. The preparation method of the modified ceramic membrane for filter backwash wastewater treatment according to claim 1, wherein the concentration of the silver nitrate solution in the fourth step is 0.01g/L to 10 g/L; the surface treatment time in the fourth step is 5min to 60 min.
10. The method for preparing a modified ceramic membrane for filter backwash wastewater treatment according to claim 1, wherein the modifier solution in the fifth step is formaldehyde solution or glutaraldehyde solution; the concentration of the modifier solution in the step five is 0.01 g/L-10 g/L; and the surface treatment time in the fifth step is 5-60 min.
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