A tubular gaseous membrane preparation method and denitrification process for wastewater treatment

By preparing tubular gaseous membrane modules, the problems of low denitrification efficiency and ammonia leakage were solved, achieving efficient wastewater denitrification and ammonia nitrogen resource recovery, while reducing energy consumption and equipment costs.

CN119113813BActive Publication Date: 2026-02-10CHINA HAISUM ENG
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Patent Information

Application Number
CN202411527547.7
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2024-10-30
Publication Date
2026-02-10
Estimated Expiration
2044-10-30

AI Technical Summary

Technical Problem

Existing denitrification membrane modules suffer from low denitrification efficiency and ammonia leakage. Furthermore, traditional ammonia stripping methods are energy-intensive, require large equipment, and are costly.

Method used

A tubular gaseous membrane preparation method is adopted, in which a flat denitrification membrane is cut into strips, which are then wound, stacked, bonded and cut to form a tubular structure. An ultrasonic-assisted thermosetting bonding process is used to prepare a tubular gaseous membrane with a porous support layer and a microporous hydrophobic layer. A closed columnar membrane structure is applied in combination with cross-flow filtration technology for wastewater denitrification.

Benefits of technology

It significantly improves ammonia mass transfer efficiency, reduces ammonia leakage rate, enhances wastewater denitrification efficiency, and enables the recovery of ammonia nitrogen resources, resulting in good economic and environmental benefits.

✦ Generated by Eureka AI based on patent content.

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Abstract

The application discloses a tubular gaseous membrane preparation method and a denitrification process for wastewater treatment. The preparation method of the tubular gaseous membrane comprises the following steps: cutting a flat plate type denitrification membrane into a strip, and then winding, laminating, bonding, pipe making and cutting the strip-shaped flat plate type denitrification membrane in sequence to form a tubular gaseous membrane. The preparation method is based on the original flat plate type denitrification membrane and an optimized rolling process. Compared with a traditional gaseous membrane, the prepared tubular gaseous membrane has higher ammonia mass transfer efficiency. The tubular gaseous membrane adopts a closed column membrane structure, and the ammonia leakage rate can be obviously reduced, so that the wastewater denitrification efficiency is greatly improved. The preparation method and the denitrification process have wide application range and high denitrification efficiency, can recover ammonia nitrogen resources while treating ammonia nitrogen wastewater, and have good economic and environmental benefits.
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Description

TECHNICAL FIELD

[0001] The application relates to a tubular gaseous membrane preparation method and a denitrification process for wastewater treatment and belongs to the technical field of wastewater denitrification treatment. BACKGROUND

[0002] The physical denitrification technologies such as ammonia stripping method, struvite method and gaseous membrane method have been applied in the ammonia nitrogen resource recovery of wastewater. On the one hand, NH3-N can be separated and extracted from wastewater and converted into ammonium salt resources which can be utilized. On the other hand, the content of NH3-N in wastewater is reduced, and the C / N ratio is adjusted, which is more conducive to subsequent biological treatment. The ammonia stripping method has a better NH3-N removal effect, but the gas-liquid ratio and energy consumption are relatively high, and the problem of fouling on the inner wall of the ammonia stripping tower or stripping tower is relatively prominent. The struvite method has the advantages of simple and rapid reaction process, better ammonia nitrogen removal effect and higher economic value of struvite byproduct, but a large amount of magnesium salt and phosphate needs to be added for wastewater lacking phosphorus and magnesium elements, so the cost is relatively high.

[0003] The gaseous membrane method (Gas-permeable membrane (GPM) process) uses a microporous hydrophobic membrane to separate and place the ammonia nitrogen-containing liquid and the acidic absorption liquid on both sides of the membrane, increases the pH of the liquid to make the ionic NH4 + NH3 in the gas state is absorbed by the absorption liquid and an acid-base neutralization reaction occurs to form ammonium salt. Compared with the ammonia stripping method, the gaseous membrane method does not need to use a large amount of air or water vapor to strip out NH3, nor does it need to use a large volume of stripping tower and absorption tower equipment, and the denitrification cost is relatively low.

[0004] According to the form or arrangement of the membrane, the commonly used denitrification membrane assemblies mainly include tubular membrane assemblies, hollow fiber membrane assemblies and flat plate membrane assemblies. A single assembly or multiple assemblies can be assembled into a membrane separation device for use in factories and laboratories. The applicant's previously applied and authorized patent “a flat plate denitrification membrane for wastewater treatment and a preparation method thereof” (ZL202010862209.4) develops a flat plate denitrification membrane. The denitrification membrane solves the technical problem of easy fouling of the denitrification membrane assembly. However, the existing denitrification membrane and membrane assembly still have the problems of low denitrification efficiency and ammonia gas leakage. SUMMARY

[0005] The purpose of this invention is to improve the denitrification efficiency of traditional denitrification membranes and their components, and to solve technical problems such as ammonia leakage. This invention provides a method for preparing a tubular gaseous membrane and a denitrification process for wastewater treatment. Compared with traditional gaseous membranes, the tubular gaseous membrane prepared by the method of this invention has a higher ammonia mass transfer efficiency. Moreover, the tubular gaseous membrane adopts a closed columnar membrane structure, which can significantly reduce the ammonia leakage rate. Therefore, the wastewater denitrification efficiency is greatly improved.

[0006] In order to solve the above-mentioned technical problems, the present invention adopts the following technical solution:

[0007] In a first aspect, the present invention provides a method for preparing a tubular gaseous membrane for wastewater treatment, comprising: cutting a flat sheet denitrification membrane into strips, and then sequentially winding, stacking, bonding, tube making and cutting the strip-shaped flat sheet denitrification membrane to form a tubular gaseous membrane.

[0008] The flat-plate denitrification membrane comprises a nonwoven fabric substrate layer and a gas permeation layer bonded together; the nonwoven fabric substrate comprises 60-90 wt% polypropylene fiber, 5-30 wt% cellulose fiber and 5-15 wt% carbon fiber; the gas permeation layer is an expanded polytetrafluoroethylene film.

[0009] Preferably, the quantitative range of the flat-plate denitrification membrane is 50-100 g / m³. 2 The thickness is 100-250μm, the air permeability is 0.05-1.5m / s, the average pore size is 0.05-4.5μm, and the contact angle is 110-140°.

[0010] Preferably, the width of the slit strip-shaped flat denitrification membrane is 10-20 mm.

[0011] Preferably, the winding diameter of the strip-shaped flat denitrification membrane is 5-10 mm, and the edges of the denitrification membrane are overlapped during the winding process, with the width of the overlapped area set to 0.5-2 mm.

[0012] Preferably, the bonding is performed using an ultrasonic-assisted thermosetting bonding process, specifically including: uniformly applying a chemical adhesive to the overlapping area of ​​the film edges during winding, and then performing ultrasonic-assisted heating curing treatment; the chemical adhesive is an aqueous dispersion of acrylonitrile multi-component copolymer; the frequency of the ultrasound is 15-40kHz, and the temperature of the heating curing is 150-250℃.

[0013] Preferably, the tubular membrane manufacturing process includes: cooling the tubular membrane formed by bonding, wherein the cooling temperature is 5-20°C; and the inner diameter of the tubular membrane is 5-10 mm.

[0014] A second aspect of the present invention provides a tubular gaseous membrane prepared by the preparation method described in the first aspect of the present invention.

[0015] A third aspect of the present invention provides the application of the tubular gaseous membrane described in the second aspect of the present invention in the preparation of tubular gaseous membrane modules and wastewater denitrification treatment.

[0016] A fourth aspect of the present invention provides a tubular gaseous membrane assembly comprising the tubular gaseous membrane described in the second aspect of the present invention.

[0017] Preferably, the method for preparing the tubular gaseous membrane module includes: cutting the tubular gaseous membrane to a suitable length and the required filling quantity, then filling it sequentially into the encapsulation tube, and then performing potting and curing treatments to produce the tubular gaseous membrane module.

[0018] A fifth aspect of the present invention provides the application of the tubular gaseous membrane module described in the fourth aspect of the present invention in wastewater denitrification treatment.

[0019] A sixth aspect of the present invention provides a method for wastewater denitrification treatment using a tubular gaseous membrane module as described in the fourth aspect of the present invention, comprising the following steps:

[0020] Step 1): Adjust the pH of the ammonia nitrogen wastewater to alkaline;

[0021] Step 2): After adjusting the temperature of the ammonia nitrogen wastewater, pump it into the tubular gas membrane module and adjust the flow rate on the membrane surface.

[0022] Step 3): Pump the acid absorbent from the acid tank into the shell side of the tubular gas membrane module, and then return it to the acid tank to maintain the circulation state;

[0023] Step 4): Under the mass transfer of ammonia inside the tubular gas membrane module, the ammonia nitrogen in the wastewater enters the acid absorption liquid in the form of NH3 molecules. Discharge begins after the ammonia nitrogen in the wastewater is reduced to the discharge standard.

[0024] Step 5): The concentration of ammonium salt in the acid absorption solution gradually increases with the extension of the circulation time until the ammonium salt solution in the acid tank reaches saturation.

[0025] Step 6): Evaporate and crystallize the saturated ammonium salt solution to obtain solid ammonium salt, thereby realizing the recovery of ammonia nitrogen resources.

[0026] Preferably, the concentration of ammonia nitrogen wastewater in step 1) is 10-5000 mg / L, and the pH value of the ammonia nitrogen wastewater is adjusted to 10-12 by adding one or more of sodium hydroxide, calcium hydroxide and calcium oxide.

[0027] Preferably, in step 2), the temperature of the ammonia nitrogen wastewater is adjusted to 5-40℃, and the membrane flow rate is set to 1-100m / min.

[0028] Preferably, the concentration of the acid absorption solution in step 3) is 1-20 wt%, and the acid absorption solution is one or more of sulfuric acid, nitric acid, hydrochloric acid and phosphoric acid.

[0029] Compared with the prior art, the present invention has the following beneficial effects:

[0030] (1) The tubular gaseous membrane of the present invention has a double-layer structure of a porous support layer and a microporous hydrophobic layer, which has good chemical resistance. It adopts an ultrasonic-assisted thermosetting bonding process, which has high strength, good corrosion resistance and is not easy to fall off in the overlapping area, greatly improving the sealing performance and service life, and has the effect of long-term stable operation.

[0031] (2) The tubular gaseous membrane module of the present invention has a wide flow channel that is not easy to clog, and the wastewater pretreatment is simple. It allows wastewater with high suspended solids content to enter the membrane module. The closed column membrane structure can avoid secondary pollution.

[0032] (3) The wastewater denitrification process of the present invention adopts cross-flow filtration. The higher cross-flow velocity can reduce the speed at which pollutants such as organic matter adhere to the membrane surface, reduce membrane fouling, and maintain a high denitrification efficiency.

[0033] (4) The tubular gas membrane preparation method and denitrification process provided by the present invention have a wide range of applications and high denitrification efficiency. While treating ammonia nitrogen wastewater, ammonia nitrogen resources can be recovered, which has good economic and environmental benefits. Attached Figure Description

[0034] Figure 1 This is a schematic diagram of the preparation process of the tubular gaseous membrane and its components according to the present invention.

[0035] Figure 2 The image shows a physical diagram of the tubular gaseous membrane module prepared according to the present invention, wherein A is a top view and B is a side view.

[0036] Figure 3 This is a process flow diagram of the tubular gaseous membrane prepared according to the present invention for denitrification treatment. Detailed Implementation

[0037] To make the present invention more apparent and understandable, preferred embodiments are described in detail below with reference to the accompanying drawings.

[0038] This invention provides a tubular gaseous membrane for wastewater treatment and a method for preparing the membrane module. The preparation process is as follows: Figure 1 As shown, it includes the following steps:

[0039] Step 1: Cut the flat-plate denitrification membrane into strips. The quantitative range of this flat-plate denitrification membrane is 50-100 g / m³. 2 The thickness is set to 100-250μm, the air permeability is set to 0.05-1.5m / s, the average pore size is set to 0.05-4.5μm, the contact angle is set to 110-140°, and the width of the strip-shaped flat denitrification membrane is 10-20mm.

[0040] Step 2: The above-mentioned strip-shaped flat denitrification membrane is wound with a winding diameter of 5-10 mm. During the winding process, the width of the overlapping area of ​​the upper and lower layers of the denitrification membrane is controlled within the range of 0.5-2 mm.

[0041] Step 3: Using an ultrasonic-assisted thermosetting bonding process, a chemical adhesive is evenly applied to the overlapping area of ​​the film edges during the winding process, and then ultrasonic-assisted heating and curing treatment is performed; the chemical adhesive is an aqueous dispersion of acrylonitrile multi-component copolymer; the frequency of the ultrasound is 15-40kHz, and the temperature of the heating and curing is 150-250℃.

[0042] Step 4: The tubular gaseous membrane formed during the tube-making process is subjected to rapid cooling to reduce the membrane temperature to room temperature, with the cooling temperature controlled between 5-20℃. The inner diameter of the tubular gaseous membrane is 5-10mm.

[0043] Step 5: After being cut, the tubular gaseous membrane is filled into the encapsulation tube, and then subjected to potting and curing processes to form a tubular gaseous membrane assembly. The tubular gaseous membrane assembly is as follows: Figure 1 As shown.

[0044] In the preparation method of this invention, after multiple attempts, it was found that using acrylonitrile multi-component copolymer as an adhesive combined with ultrasonic-assisted thermosetting bonding process can significantly improve the strength of the membrane lamination area, making it less prone to detachment, and enabling long-term stable operation in acid and alkali media. It also exhibits good resistance to acid and alkali corrosion and oxidation, thereby significantly improving the service life of the membrane and its membrane components.

[0045] The present invention also provides a method for wastewater denitrification treatment using the above-mentioned tubular gaseous membrane module, the process flow of which is as follows: Figure 2 As shown, it includes the following steps:

[0046] Step 1: Adjust the pH of the ammonia nitrogen wastewater to 10-12 and the temperature to 5-40℃, and pump it into the tube side of the tubular gas membrane module with a membrane surface flow rate of 1-100m / min; pump the acid absorbent into the shell side of the gas membrane module with an acid absorbent concentration of 1-20wt%, and then return it to the acid tank to maintain a circulation state.

[0047] Step 2: Under the mass transfer of ammonia inside the tubular gas membrane, the ammonia nitrogen in the wastewater enters the acid absorption liquid in the form of NH3 molecules. Once the ammonia nitrogen in the wastewater gradually decreases to the discharge standard, the wastewater is discharged.

[0048] Step 3: The concentration of ammonium salt in the acid absorption solution gradually increases with the extension of the circulation time until the ammonium salt solution in the acid tank reaches saturation; the saturated ammonium salt solution is evaporated and crystallized to obtain solid ammonium salt, thereby realizing the recovery of ammonia nitrogen resources.

[0049] In Examples 1-5, the aqueous dispersion of the acrylonitrile multi-component copolymer chemical adhesive is LA133, a product manufactured by Chengdu Indile Power Technology Co., Ltd. The flat-plate denitrification membrane originates from the applicant's previously filed and authorized invention patent, "A Flat-plate Denitrification Membrane for Wastewater Treatment and Its Preparation Method" (ZL202010862209.4), which is incorporated herein by reference in its entirety. The flat-plate denitrification membrane comprises a nonwoven fabric substrate layer and a gas permeation layer; the nonwoven fabric substrate layer and the gas permeation layer are bonded together; the nonwoven fabric substrate comprises polypropylene fibers, cellulose fibers, and carbon fibers; wherein the polypropylene fibers account for 60-90 wt%, the cellulose fibers account for 5-30 wt%, and the carbon fibers account for 5-15 wt%; the gas permeation layer is an expanded polytetrafluoroethylene film; the polypropylene fibers comprise one or both of single-component polypropylene fibers and two-component polyethylene / polypropylene fibers; the melting point of the single-component polypropylene fibers is 1... The temperature range is 50-190℃; the bicomponent polyethylene / polypropylene fiber is a core-sheath fiber, with a sheath melting point of 90-150℃ and a fiber body melting point of 150-190℃; the cellulose fiber has a freeness of 30-60°SR; the cellulose fiber is bamboo pulp fiber and wood pulp fiber; the carbon fiber has a temperature resistance greater than 300℃; the expanded polytetrafluoroethylene film has an air permeability of 0.1-5m / s, an average pore size of 0.1-5μm, a porosity of 50-80%, and a contact angle of 110-140°; its preparation method includes the following steps:

[0050] Step 1: Using a wet papermaking process, a mixed fiber slurry composed of polypropylene fiber, cellulose fiber and carbon fiber is formed by papermaking through a paper machine to form the nonwoven fabric substrate; in the papermaking process parameters of the nonwoven fabric substrate, the slurry concentration on the paper machine is set to 0.01-0.5wt%, the drying temperature of the nonwoven fabric substrate is 90-120℃, and the soft calendering temperature is set to 100-130℃.

[0051] Step 2: The non-woven fabric substrate and the expanded polytetrafluoroethylene film are pre-stacked together;

[0052] Step 3: Place the material into a hot press for high-temperature hot pressing. The hot pressing temperature is related to the melting point of the selected polypropylene fiber and the hot pressing pressure. During high-temperature hot pressing, the hot pressing temperature of the denitrification membrane is 140-170℃, and the pressure range is set to 0.5-2.5MPa. The temperature required for the hot pressing process of the flat denitrification membrane has a certain gradient relationship with the temperature required for the drying and soft calendering processes of the non-woven fabric substrate. The drying temperature of the non-woven fabric substrate is 90-120℃ < the soft calendering temperature is 100-130℃ < the hot pressing temperature of the denitrification membrane is 140-170℃.

[0053] Step 4: After hot-pressing and lamination, the membrane is cooled to form a flat denitrification membrane; the quantitative density of the formed flat denitrification membrane is 50-100 g / m³. 2 The thickness is 100-250μm, the air permeability is 0.05-1.5m / s, the average pore size is 0.05-4.5μm, and the contact angle is 110-140°.

[0054] Example 1

[0055] A tubular gaseous membrane and its components are prepared as follows: a quantitative 50 g / m³ of gaseous membrane is prepared... 2 The membrane, with a thickness of 100 μm, an air permeability of 0.05 m / s, an average pore size of 0.05 μm, and a contact angle of 110°, is a flat denitrification membrane cut into 10 mm strips. These strips are then wound with a diameter of 5 mm, with two opposite edges overlapped in a 0.5 mm overlap. An aqueous dispersion of an acrylonitrile copolymer binder is uniformly applied to the overlap area, followed by ultrasonic-assisted curing at a frequency of 15 kHz and a curing temperature of 150 °C. The membrane is then cooled at 20 °C to obtain a gaseous membrane tube with an inner diameter of 5 mm. The membrane tube is then cut and filled into a tubing, followed by adhesive filling and curing to form… Tubular gaseous membrane module.

[0056] The process of wastewater denitrification using the above-mentioned tubular gaseous membrane module is as follows: Landfill leachate with an ammonia nitrogen concentration of 10 mg / L is denitrified by adding sodium hydroxide to adjust the pH of the influent to 10 and the temperature to 5°C. The leachate is pumped into the tubular gaseous membrane module at a membrane surface flow rate of 1 m / min, while a 1 wt% sulfuric acid solution is pumped into the shell side of the module and then returned to the acid tank, maintaining a circulation state. The ammonia nitrogen in the wastewater gradually decreases and is continuously absorbed by the sulfuric acid solution, while the ammonium sulfate concentration in the acid tank gradually increases. The final wastewater denitrification efficiency is 82.9%. The ammonium sulfate in the acid tank is evaporated and crystallized to obtain solid ammonium sulfate with an N content of 20.5 wt%.

[0057] Example 2

[0058] A tubular gaseous membrane and its components are prepared as follows: A quantitative 100 g / m³ gaseous membrane is prepared... 2 The membrane, with a thickness of 250 μm, an air permeability of 1.5 m / s, an average pore size of 4.5 μm, and a contact angle of 140°, is a flat denitrification membrane cut into 20 mm strips. These strips are then wound with a diameter of 10 mm, with two opposite edges overlapped in a 2 mm overlap. An aqueous dispersion of an acrylonitrile copolymer, a chemical adhesive, is uniformly applied to the overlap area. Ultrasonic-assisted curing is then performed at a frequency of 20 kHz and a curing temperature of 250 °C. The membrane is then cooled at 20 °C to obtain a gaseous membrane tube with an inner diameter of 10 mm. The membrane tube is then cut and filled into a tubing, followed by adhesive filling and curing to form… Tubular gaseous membrane module.

[0059] The process of wastewater denitrification using the above-mentioned tubular gaseous membrane module is as follows: Kitchen wastewater with an ammonia nitrogen concentration of 5000 mg / L is denitrified by adding calcium hydroxide to adjust the pH of the influent to 12 and the temperature to 40℃. The kitchen wastewater is pumped into the tubular gaseous membrane module at a membrane surface flow rate of 100 m / min, while a 20 wt% nitric acid solution is pumped into the shell side of the tubular gaseous membrane module and then returned to the acid tank, maintaining a circulation state. The ammonia nitrogen in the wastewater gradually decreases and is continuously absorbed by the nitric acid solution, while the ammonium nitrate concentration in the acid tank gradually increases. The final wastewater denitrification efficiency is 88.3%. The ammonium nitrate in the acid tank is evaporated and crystallized to obtain solid ammonium nitrate with an N content of 32.4 wt%.

[0060] Example 3

[0061] A tubular gaseous membrane and its components are prepared as follows: a quantitative 80 g / m³ of gaseous membrane is prepared... 2 The membrane, with a thickness of 140 μm, an air permeability of 0.08 m / s, an average pore size of 0.3 μm, and a contact angle of 120°, was cut into 12.5 mm strips and wound to a diameter of 7 mm. During winding, two opposite edges were overlapped in a double-layer configuration with a overlap width of 0.8 mm. An aqueous dispersion of an acrylonitrile copolymer, a chemical adhesive, was uniformly coated onto the overlapped area. Ultrasonic-assisted curing was then performed at a frequency of 25 kHz and a curing temperature of 170 °C. The membrane was then cooled at 10 °C to obtain a gaseous membrane tube with an inner diameter of 7 mm. The membrane tube was then cut and filled into a tubing, followed by adhesive filling and curing to form… Tubular gaseous membrane module.

[0062] The process of wastewater denitrification using the above-mentioned tubular gaseous membrane module is as follows: Metallurgical wastewater with an ammonia nitrogen concentration of 1000 mg / L is denitrified by adding calcium oxide to adjust the pH of the influent to 10.7 and the temperature to 20°C. The metallurgical wastewater is pumped into the tube side of the tubular gaseous membrane module at a membrane surface flow rate of 30 m / min, while a 5 wt% phosphoric acid solution is pumped into the shell side of the tubular gaseous membrane module, and then returned to the acid tank, maintaining a circulation state. The ammonia nitrogen in the wastewater gradually decreases and is continuously absorbed by the phosphoric acid solution, while the ammonium phosphate concentration in the acid tank gradually increases. The final wastewater denitrification efficiency is 87.1%. The ammonium phosphate in the acid tank is evaporated and crystallized to obtain solid ammonium phosphate with an N content of 25.8 wt%.

[0063] Example 4

[0064] A tubular gaseous membrane and its components are prepared as follows: A quantitative 85 g / m³... 2 The membrane, with a thickness of 200 μm, an air permeability of 1.0 m / s, an average pore size of 2.5 μm, and a contact angle of 125°, is a flat denitrification membrane cut into 16.5 mm strips. These strips are then wound to a diameter of 8 mm, with two opposite edges overlapped in a 1.2 mm overlap. An aqueous dispersion of an acrylonitrile copolymer binder is uniformly applied to the overlap area, followed by ultrasonic-assisted curing at 30 kHz and 200 °C. The membrane is then cooled at 15 °C to obtain a gaseous membrane tube with an inner diameter of 8 mm. The membrane tube is then cut and filled into a tubing, followed by adhesive filling and curing to form… Tubular gaseous membrane module.

[0065] The process of wastewater denitrification using the above-mentioned tubular gaseous membrane module is as follows: Photovoltaic wastewater with an ammonia nitrogen concentration of 2800 mg / L is denitrified by adding sodium hydroxide to adjust the pH of the influent to 11 and the temperature to 30°C. The photovoltaic wastewater is pumped into the tube side of the tubular gaseous membrane module at a membrane surface flow rate of 70 m / min, while a 10 wt% hydrochloric acid solution is pumped into the shell side of the tubular gaseous membrane module and then returned to the acid tank, maintaining a circulation state. The ammonia nitrogen in the wastewater gradually decreases and is continuously absorbed by the hydrochloric acid solution, while the ammonium chloride concentration in the acid tank gradually increases. The final wastewater denitrification efficiency is 85.4%. The ammonium chloride in the acid tank is evaporated and crystallized to obtain solid ammonium chloride with an N content of 21.8 wt%.

[0066] Example 5

[0067] A tubular gaseous membrane and its components are prepared as follows: a quantitative 90 g / m³ of gaseous membrane is prepared... 2The membrane, with a thickness of 200 μm, an air permeability of 1.2 m / s, an average pore size of 3.2 μm, and a contact angle of 128°, is a flat denitrification membrane cut into 18 mm strips. These strips are then wound to a diameter of 8 mm, with two opposite edges overlapped in a 1.5 mm overlap. An aqueous dispersion of an acrylonitrile copolymer binder is uniformly applied to the overlap area, followed by ultrasonic-assisted curing at a frequency of 40 kHz and a curing temperature of 220 °C. The membrane is then cooled at 15 °C to obtain a gaseous membrane tube with an inner diameter of 8 mm. The membrane tube is then cut and filled into a tubing, followed by adhesive filling and curing to form… Tubular gaseous membrane module.

[0068] The process of wastewater denitrification using the above-mentioned tubular gaseous membrane module is as follows: Landfill leachate with an ammonia nitrogen concentration of 3500 mg / L is denitrified by adding sodium hydroxide to adjust the pH of the influent to 11 and the temperature to 35°C. The leachate is pumped into the tube side of the tubular gaseous membrane module at a membrane flow rate of 85 m / min, while a 17.5 wt% sulfuric acid solution is pumped into the shell side of the module, and then returned to the acid tank, maintaining a circulation state. The ammonia nitrogen in the wastewater gradually decreases and is continuously absorbed by the sulfuric acid solution, while the ammonium sulfate concentration in the acid tank gradually increases. The final wastewater denitrification efficiency is 90.3%. The ammonium sulfate in the acid tank is evaporated and crystallized to obtain solid ammonium sulfate with an nitrogen content of 20.8 wt%.

[0069] The above description is merely a preferred embodiment of the present invention and is not intended to limit the present invention in any form or substance. It should be noted that those skilled in the art can make several improvements and additions without departing from the present invention, and these improvements and additions should also be considered within the scope of protection of the present invention.

Claims

1. A method for preparing a tubular gaseous membrane for wastewater treatment, characterized in that, include: The flat denitrification membrane is cut into strips, and then the strip-shaped flat denitrification membrane is successively wound, stacked, bonded, made into tubes and cut to form a tubular gas membrane. The flat-plate denitrification membrane comprises a nonwoven fabric substrate layer and a gas permeation layer bonded together; the nonwoven fabric substrate comprises 60-90 wt% polypropylene fiber, 5-30 wt% cellulose fiber and 5-15 wt% carbon fiber; the gas permeation layer is an expanded polytetrafluoroethylene film. The bonding process employs an ultrasonic-assisted thermosetting bonding technique, specifically including: uniformly applying a chemical adhesive to the overlapping area of ​​the film edges during winding, followed by ultrasonic-assisted heating and curing; the chemical adhesive is an aqueous dispersion of an acrylonitrile copolymer; the ultrasonic frequency is 15-40 kHz, and the heating and curing temperature is 150-250°C.

2. The preparation method according to claim 1, characterized in that, The quantitative range of the flat-plate denitrification membrane is 50-100 g / m³. 2 The thickness is 100-250 μm, the air permeability is 0.05-1.5 m / s, the average pore size is 0.05-4.5 μm, and the contact angle is 110-140°.

3. The preparation method according to claim 1, characterized in that, The width of the strip-shaped flat denitrification membrane after slicing is 10-20 mm.

4. The preparation method according to claim 1, characterized in that, The strip-shaped flat denitrification membrane has a winding diameter of 5-10 mm. During the winding process, the edges of the denitrification membrane are overlapped, and the width of the overlapped area is set to 0.5-2 mm.

5. The preparation method according to claim 1, characterized in that, The tubular membrane manufacturing process includes: cooling the bonded tubular membrane at a temperature of 5-20 °C; the inner diameter of the tubular membrane is 5-10 mm.

6. The tubular gaseous membrane prepared by the preparation method according to any one of claims 1 to 5.

7. The application of the tubular gaseous membrane according to claim 6 in the preparation of tubular gaseous membrane modules and wastewater denitrification treatment.

8. A tubular gaseous membrane module, characterized in that, Including the tubular gaseous membrane as described in claim 6.

9. The tubular gaseous membrane module as described in claim 8, characterized in that, The method for preparing the tubular gaseous membrane module includes: cutting the tubular gaseous membrane to a suitable length and the required filling quantity, then filling it sequentially into the encapsulation tube, and then performing potting and curing treatments to produce the tubular gaseous membrane module.

10. The application of the tubular gaseous membrane module according to claim 8 in wastewater denitrification treatment.

11. A method for wastewater denitrification treatment using the tubular gaseous membrane module as described in claim 8, characterized in that, Includes the following steps: Step 1): Adjust the pH of the ammonia nitrogen wastewater to alkaline; Step 2): After adjusting the temperature of the ammonia nitrogen wastewater, pump it into the tubular gas membrane module and adjust the flow rate on the membrane surface. Step 3): Pump the acid absorbent from the acid tank into the shell side of the tubular gas membrane module, and then return it to the acid tank to maintain a circulation state; Step 4): Under the mass transfer of ammonia inside the tubular gas membrane module, the ammonia nitrogen in the wastewater enters the acid absorption liquid in the form of NH3 molecules. After the ammonia nitrogen in the wastewater is reduced to the discharge standard, the discharge begins. Step 5): The concentration of ammonium salt in the acid absorption solution gradually increases with the extension of the circulation time until the ammonium salt solution in the acid tank reaches saturation. Step 6): Evaporate and crystallize the saturated ammonium salt solution to obtain solid ammonium salt, thereby realizing the recovery of ammonia nitrogen resources.

12. The method as described in claim 11, characterized in that, The concentration of ammonia nitrogen wastewater in step 1) is 10-5000 mg / L, and the pH value of the ammonia nitrogen wastewater is adjusted to 10-12 by adding one or more of sodium hydroxide, calcium hydroxide and calcium oxide.

13. The method as described in claim 11, characterized in that, In step 2), the temperature of the ammonia nitrogen wastewater is adjusted to 5-40°C, and the membrane flow rate is set to 1-100 m / min.

14. The method as described in claim 11, characterized in that, In step 3), the concentration of the acid absorption solution is 1-20 wt%, and the acid absorption solution is one or more of sulfuric acid, nitric acid, hydrochloric acid and phosphoric acid.

Citation Information

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