CN112028388B - Method for treating wastewater containing DMF, pyridine and pyridine derivatives - Google Patents

Method for treating wastewater containing DMF, pyridine and pyridine derivatives Download PDF

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CN112028388B
CN112028388B CN202010829895.5A CN202010829895A CN112028388B CN 112028388 B CN112028388 B CN 112028388B CN 202010829895 A CN202010829895 A CN 202010829895A CN 112028388 B CN112028388 B CN 112028388B
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wastewater
pyridine
treatment
containing dmf
filtrate
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CN112028388A (en
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刘兵
滕飞
杨志远
陈涛
刘斌
李兴龙
刘兴雨
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Heze Wanqingyuan Environmental Protection Technology Co ltd
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    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F9/00Multistage treatment of water, waste water or sewage
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/02Treatment of water, waste water, or sewage by heating
    • C02F1/04Treatment of water, waste water, or sewage by heating by distillation or evaporation
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/20Treatment of water, waste water, or sewage by degassing, i.e. liberation of dissolved gases
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/24Treatment of water, waste water, or sewage by flotation
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/28Treatment of water, waste water, or sewage by sorption
    • C02F1/285Treatment of water, waste water, or sewage by sorption using synthetic organic sorbents
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/40Devices for separating or removing fatty or oily substances or similar floating material
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/50Treatment of water, waste water, or sewage by addition or application of a germicide or by oligodynamic treatment
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • C02F1/5236Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using inorganic agents
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • C02F1/54Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using organic material
    • C02F1/56Macromolecular compounds
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/66Treatment of water, waste water, or sewage by neutralisation; pH adjustment
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/72Treatment of water, waste water, or sewage by oxidation
    • C02F1/722Oxidation by peroxides
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/30Organic compounds
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/30Organic compounds
    • C02F2101/38Organic compounds containing nitrogen
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2303/00Specific treatment goals
    • C02F2303/16Regeneration of sorbents, filters
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2305/00Use of specific compounds during water treatment
    • C02F2305/02Specific form of oxidant
    • C02F2305/026Fenton's reagent
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/30Aerobic and anaerobic processes
    • 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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  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Water Treatment By Sorption (AREA)

Abstract

The invention provides a treatment method of wastewater containing DMF, pyridine and pyridine derivatives, which comprises the steps of adjusting the pH of the wastewater, evaporating the wastewater by a three-effect evaporator, collecting evaporation condensate, adding liquid alkali for alkaline hydrolysis, performing stripping, oil separation, coagulating sedimentation, fenton oxidation sedimentation, obtaining supernatant, filtering, performing resin adsorption treatment, and entering a biochemical treatment system to finally obtain wastewater meeting the discharge requirement. The invention has low energy consumption in the treatment process, can remove toxic and harmful organic matters before the biochemical treatment system, effectively avoids poisoning of a biochemical reaction tank, saves energy sources, is green and pollution-free, and has good application prospect.

Description

Method for treating wastewater containing DMF, pyridine and pyridine derivatives
Technical Field
The invention relates to the technical field of wastewater treatment, in particular to a method for treating wastewater containing DMF, pyridine and pyridine derivatives.
Background
The two series of products of the trichloromethyl pyridine, the trifluoromethyl pyridine and the derivatives are organic intermediates with very high application value, and are widely applied to the fields of pesticides, medicines, fine chemical engineering and the like, and a large amount of wastewater containing DMF, pyridine and pyridine derivatives can be generated in the production process of the trichloromethyl pyridine, the trifluoromethyl pyridine and the derivatives.
The Chinese name of DMF is N, N-dimethylformamide, which is an organic solvent with stable chemical property, high boiling point and excellent performance, and can cause the increase of BOD and nitrogen content in water, so that the water quality is rapidly deteriorated, the DMF is difficult to biodegrade, and the DMF can poison microorganisms and cause great impact on biological treatment. Pyridine and pyridine derivatives have strong consistency or toxicity to biological bacteria in biochemical processes, so that biochemistry cannot be performed, namely pyridine substances in wastewater cannot be biochemically treated, and sludge death and biochemical paralysis are easy to cause.
In the prior art, DMF and pyridine in wastewater are separated in a high-temperature distillation mode, but the separation effect is poor, the boiling point is high, the distillation energy consumption is high, and the energy conservation and the environmental protection are not facilitated.
There is therefore a need for a process for the efficient treatment of such waste water.
Disclosure of Invention
In view of this, the present invention proposes a treatment method capable of effectively treating wastewater containing DMF, pyridine and pyridine derivatives.
The technical scheme of the invention is realized as follows: the invention provides a treatment method of wastewater containing DMF, pyridine and pyridine derivatives, which comprises the following steps:
step one, adding a pH regulator into wastewater containing DMF, pyridine and pyridine derivatives to regulate the pH, so as to obtain regulated wastewater;
step two, adding the wastewater obtained in the step one into a triple-effect evaporator for evaporation to obtain evaporation condensate for removing part of organic matters;
step three, carrying out stripping treatment on the evaporation condensate obtained in the step two to obtain stripped wastewater;
step four, adding the blown-off wastewater obtained in the step three into an oil removal regulating tank for oil removal treatment, and collecting a water layer to obtain oil-removed wastewater;
step five, adding the wastewater obtained after oil removal in the step four into a cavitation air floatation device to remove suspended matters, and collecting clear liquid;
sequentially adding a coagulant, 30% hydrogen peroxide and ferrous sulfate into the clear liquid obtained in the step five, carrying out solid-liquid separation after coagulation and flocculation precipitation reaction, and collecting filtrate;
step seven, adsorbing and purifying the filtrate obtained in the step six by using adsorption resin, and collecting the liquid after adsorption and purification;
step eight, adding the liquid obtained after adsorption purification in the step seven into a biochemical reaction tank for biochemical treatment to obtain biochemical treatment wastewater;
and step nine, performing solid-liquid separation on the biochemical treatment wastewater obtained in the step eight by using an MBR system, taking filtrate, adding disinfectant into the filtrate for disinfection, and discharging after reaching the standard through detection.
On the basis of the technical scheme, preferably, in the first step, the pH regulator comprises sodium hydroxide and hydrochloric acid, and the pH value of the regulated wastewater is 6.5-7.5.
On the basis of the above technical solution, preferably, the third step further includes: adding sodium hydroxide into the wastewater obtained in the step two, removing part of organic matters, adjusting the pH value to 11-12, and then transferring the wastewater into a stripping tower for stripping treatment, wherein the stripping treatment temperature is 0-90 ℃, the stripping time is 2-5h, and the stripping gas-liquid ratio is (1000-3000): 1 (v: v).
On the basis of the technical scheme, preferably, the blowing-off temperature is 25 ℃, the blowing-off time is 5h, and the blowing-off gas-liquid ratio is 3000:1 (v: v).
Still more preferably, in the sixth step, the coagulant is one of polymeric ferric sulfate, PAC and PAM, and the coagulant is added in an amount of 0.5-1.5g coagulant per 1L of the supernatant obtained in the fifth step.
Based on the technical scheme, in the sixth step, preferably, 0.5-1.5ml of 30% hydrogen peroxide is added into each 1L of clear liquid obtained in the fifth step, and 1-2g of ferrous sulfate is added into each 1L of clear liquid obtained in the fifth step.
Based on the above technical solution, preferably, in the seventh step, the method of adsorption purification treatment includes: and D, enabling the filtrate obtained in the step six to pass through a single resin adsorption column positively at a flow rate of 1BV/h, and regenerating every 5 hours of adsorption of the resin adsorption column.
On the basis of the above technical solution, preferably, in step seven, the method for regenerating includes: and (3) introducing 1-5kg of steam into the resin adsorption column from top to bottom for resin regeneration for 0.8-3h, extruding the evaporated condensate water in the resin adsorption column by using 0.1-0.15kg of compressed air after the regeneration is finished, and flushing the liquid obtained in the step (seven) after adsorption purification from bottom to top after the extrusion is finished, wherein the upper end water outlet is used as the filtrate obtained in the step (six).
On the basis of the technical scheme, preferably, the filler used for the resin adsorption column is ultra-high crosslinked polystyrene macroporous adsorption resin.
On the basis of the above technical solution, preferably, in step eight, the biochemical treatment method includes: and D, adding the wastewater obtained after the adsorption purification in the step seven into a hydrolytic acidification tank for hydrolysis treatment, adding the wastewater obtained after the hydrolysis treatment into an A2O biochemical tank for denitrification and dephosphorization treatment, and filtering the wastewater subjected to denitrification and dephosphorization treatment through an MBR membrane bioreactor to obtain biochemical treatment wastewater.
Based on the above technical solution, preferably, in step nine, the disinfectant is one of sodium hypochlorite and sodium citrate.
Compared with the prior art, the treatment method of the wastewater containing DMF, pyridine and pyridine derivatives has the following beneficial effects:
(1) The invention provides a wastewater treatment method capable of effectively removing DMF, pyridine and pyridine derivatives in wastewater, wherein the content of ammonia nitrogen, DMF, pyridine and pyridine derivatives is greatly reduced by adopting a blowing-off treatment mode in the process of the front-stage treatment, and simultaneously, residual harmful substances are adsorbed by utilizing a resin adsorption mode in the process of the rear-stage treatment, so that the content of ammonia nitrogen, DMF, pyridine and pyridine derivatives entering the biochemical treatment is greatly reduced, the poisoning of a biochemical treatment system is avoided, and meanwhile, most toxic and harmful organic matters and sediments are removed in the whole flow, and ammonia nitrogen and COD are deeply removed by the biochemical treatment system, so that the wastewater reaches the emission standard;
(2) The whole treatment method can also collect and intensively treat the generated waste gas, and the treatment process consumes less energy, has lower operation cost, is low-carbon and environment-friendly, and is green and free from secondary pollution.
Detailed Description
The following description of the embodiments of the present invention will clearly and fully describe the technical aspects of the embodiments of the present invention, and it is apparent that the described embodiments are only some embodiments of the present invention, not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the present invention without making any inventive effort, are intended to fall within the scope of the present invention.
Waste water generated in the production process of trichloromethyl pyridine is divided into three groups and treated as raw materials of examples 1, 2 and 3 respectively.
Example 1
Adding hydrochloric acid and caustic soda flakes into raw material wastewater to adjust the pH value to 6.5, transferring the adjusted wastewater into a triple-effect evaporator to perform evaporation treatment, wherein the evaporation temperature is 60 ℃, the vapor pressure is 0.5MPa, when no obvious liquid flows out, transferring evaporation condensate into a stripping tower, adding caustic soda flakes to adjust the pH value to 11, adjusting the stripping gas temperature to 0 ℃, the stripping time to 5 hours, enabling the stripping gas-liquid ratio to be 1000:1, conducting oil removal treatment on a liquid layer after the stripping, taking a middle liquid layer, removing an upper layer oil layer and a lower layer slag layer, adding the middle water layer into a cavitation air floatation device to further remove suspended matters, collecting clear liquid, adding 0.5gPAC into each 1L clear liquid to perform coagulating sedimentation, adding 1.0ml of 30% hydrogen peroxide and 1.5g ferrous sulfate into each 1L of clear liquid after sedimentation separation, stirring, reacting, precipitating, standing, separating, collecting supernatant, filtering, purifying filtrate by a resin adsorption column, wherein filler in the resin adsorption column is ultra-high crosslinked polystyrene macroporous adsorption resin, treating at a treatment rate of 1 bed volume per hour, carrying out primary regeneration treatment on the resin adsorption column after treating filtrate with 5 bed volumes, adding filtrate after column adsorption into a hydrolytic acidification tank for hydrolysis treatment, transferring wastewater after hydrolysis treatment into an A2O biochemical tank for denitrification and dephosphorization treatment, filtering wastewater after denitrification and dephosphorization treatment by an MBR membrane bioreactor to obtain treated filtrate, and adding sodium hypochlorite into the filtrate for disinfection to obtain waste liquid meeting requirements.
Example 2
Adding hydrochloric acid and caustic soda flakes into raw material wastewater to adjust the pH value to 7.0, transferring the adjusted wastewater into a triple-effect evaporator to perform evaporation treatment, wherein the evaporation temperature is 60 ℃, the vapor pressure is 0.5MPa, when no obvious liquid flows out, transferring evaporation condensate into a stripping tower, adding caustic soda flakes to adjust the pH value to 11.5, adjusting the stripping gas temperature to 25 ℃, the stripping time to 3 hours, carrying out oil removal treatment on a liquid layer through an oil removal adjusting tank after the stripping is completed, taking a liquid layer in the middle, removing an upper layer oil layer and a slag layer at the lower layer, adding an intermediate water layer into a cavitation air floatation device to further remove suspended matters, collecting clear liquid, adding 1g of polymerized ferric sulfate into each 1L of clear liquid to perform coagulating sedimentation, adding 0.5ml of 30% hydrogen peroxide and 1g of ferrous sulfate into each L of clear liquid after the sedimentation separation, stirring, reacting, precipitating, standing, separating, collecting supernatant, filtering, purifying filtrate by a resin adsorption column, wherein filler in the resin adsorption column is ultra-high crosslinked polystyrene macroporous adsorption resin, treating at a treatment rate of 1 bed volume per hour, carrying out primary regeneration treatment on the resin adsorption column after treating filtrate with 5 bed volumes, adding filtrate after column adsorption into a hydrolytic acidification tank for hydrolysis treatment, transferring wastewater after hydrolysis treatment into an A2O biochemical tank for denitrification and dephosphorization treatment, filtering wastewater after denitrification and dephosphorization treatment by an MBR membrane bioreactor to obtain treated filtrate, and adding sodium citrate into the filtrate for disinfection to obtain waste liquid meeting requirements.
Example 3
Adding hydrochloric acid and caustic soda flakes into raw material wastewater to adjust the pH value to 7.5, transferring the adjusted wastewater into a triple-effect evaporator to perform evaporation treatment, wherein the evaporation temperature is 60 ℃, the vapor pressure is 0.5MPa, when no obvious liquid flows out, transferring evaporation condensate into a stripping tower, adding caustic soda flakes to adjust the pH value to 12, adjusting the stripping gas temperature to 90 ℃, the stripping time to 2 hours, carrying out oil removal treatment on a liquid layer through an oil removal adjusting tank after the stripping is completed, taking a middle liquid layer, removing an upper layer oil layer and a lower layer slag layer, adding the middle water layer into a cavitation air floatation device to further remove suspended matters, collecting clear liquid, adding 1.5g PAM into each 1L clear liquid to perform coagulating sedimentation, adding 1.5ml30% hydrogen peroxide and 2g ferrous sulfate into each 1L filtrate after sedimentation separation, stirring, reacting, precipitating, standing, separating, collecting supernatant, purifying filtrate by a resin adsorption column, wherein filler in the resin adsorption column is ultra-high crosslinked polystyrene macroporous adsorption resin, treating at a treatment rate of 1 bed volume per hour, carrying out primary regeneration treatment on the resin adsorption column after treating filtrate with 5 bed volumes, adding filtrate after column adsorption into a hydrolytic acidification tank for hydrolysis treatment, transferring the wastewater after hydrolysis treatment into an A2O biochemical tank for denitrification and dephosphorization treatment, filtering the wastewater after denitrification and dephosphorization treatment by an MBR membrane bioreactor, obtaining treated filtrate, and adding sodium hypochlorite into the filtrate for disinfection, thereby obtaining waste liquid meeting requirements.
And detecting DMF, pyridine derivatives, COD, TOC, total nitrogen and ammonia nitrogen of the wastewater before treatment and filtrate filtered by the MBR membrane bioreactor respectively, wherein the detection results are as follows:
detecting items Waste water before treatment Example 1 Example 2 Example 3
DMF/ppm 2357 67 54 55
Pyridine/ppm 1405 7 8 7
Pyridine derivatives/ppm 821 4 3 3
COD/ppm 15126 102 100 98
TOC/ppm 7552 170 153 149
Total nitrogen/ppm 229.4 13.54 11.74 17.70
Ammonia nitrogen/ppm 25.63 4.23 4.55 4.14
Meanwhile, the microbial contents in the sludge before and after wastewater treatment in the hydrolytic acidification tank and the A2O biochemical tank in the examples 1-3 are detected, and the detection results are as follows:
the data show that the treatment method of the invention can not influence the biological activity of the biochemical pool, effectively avoid the microbial poisoning in the biochemical pool, reduce the cost input, and is more green and pollution-free.
The foregoing description of the preferred embodiments of the invention is not intended to be limiting, but rather is intended to cover all modifications, equivalents, alternatives, and improvements that fall within the spirit and scope of the invention.

Claims (7)

1. A method for treating wastewater containing DMF, pyridine and pyridine derivatives is characterized by comprising the following steps:
step one, adding a pH regulator into wastewater containing DMF, pyridine and pyridine derivatives to regulate the pH, so as to obtain regulated wastewater;
step two, adding the wastewater obtained in the step one into a triple-effect evaporator for evaporation to obtain evaporation condensate for removing part of organic matters;
step three, carrying out stripping treatment on the evaporation condensate obtained in the step two to obtain stripped wastewater;
step four, adding the blown-off wastewater obtained in the step three into an oil removal regulating tank for oil removal treatment, and collecting a water layer to obtain oil-removed wastewater;
step five, adding the wastewater obtained after oil removal in the step four into a cavitation air floatation device to remove suspended matters, and collecting clear liquid;
sequentially adding a coagulant, 30% hydrogen peroxide and ferrous sulfate into the clear liquid obtained in the step five, carrying out solid-liquid separation after coagulation and flocculation precipitation reaction, collecting the supernatant and filtering to obtain filtrate;
step seven, adsorbing and purifying the filtrate obtained in the step six by using adsorption resin, and collecting the liquid after adsorption and purification;
step eight, adding the liquid obtained after adsorption purification in the step seven into a biochemical treatment system for biochemical treatment to obtain biochemical treatment wastewater;
step nine, performing solid-liquid separation on the biochemical treatment wastewater obtained in the step eight by using an MBR system, taking filtrate, adding disinfectant into the filtrate for disinfection, and discharging after reaching the standard through detection;
in the sixth step, the dosage of the 30% hydrogen peroxide is that 0.5-1.5ml of 30% hydrogen peroxide is added into each 1L of clear liquid obtained in the fifth step, and the dosage of the ferrous sulfate is that 1-2g of ferrous sulfate is added into each 1L of clear liquid obtained in the fifth step;
forward passing the filtrate obtained in the step six through a single resin adsorption column at a flow rate of 1BV/h, and regenerating the resin adsorption column once every 5 hours of adsorption;
in step seven, the method for regenerating includes: and (3) introducing 1-5kg of steam into the resin adsorption column from top to bottom for resin regeneration, wherein the regeneration time is 0.8-3h, extruding evaporating condensed water in the resin adsorption column by using 0.1-0.15kg of compressed air after the regeneration is finished, and flushing the liquid obtained in the step (seven) after adsorption purification from bottom to top after the extrusion is finished, wherein the upper end water outlet is used as the filtrate obtained in the step (six).
2. The method for treating wastewater containing DMF, pyridine and pyridine derivatives according to claim 1, wherein in the first step, the pH regulator comprises sodium hydroxide and hydrochloric acid, and the pH value of the wastewater after the regulation is 6.5-7.5.
3. The method for treating wastewater containing DMF, pyridine and pyridine derivatives according to claim 1, wherein the third step further comprises: adding sodium hydroxide into the wastewater obtained in the step two, removing part of organic matters, adjusting the pH value to 11-12, and then carrying out stripping treatment, wherein the stripping treatment temperature is 0-90 ℃, the stripping time is 2-5h, and the stripping gas-liquid ratio is (1000-3000): 1.
4. the method for treating wastewater containing DMF, pyridine and pyridine derivatives according to claim 1, wherein in the sixth step, the coagulant is one of polymeric ferric sulfate, PAC and PAM, and the coagulant is added in an amount of 0.5-1.5g per 1L of the clear solution obtained in the fifth step.
5. The method for treating wastewater containing DMF, pyridine and pyridine derivatives according to claim 1, wherein the filler used in the resin adsorption column is ultra-high crosslinked polystyrene macroporous adsorption resin.
6. The method for treating wastewater containing DMF, pyridine and pyridine derivatives according to claim 1, wherein in the eighth step, the biochemical treatment method comprises: and D, adding the wastewater obtained after the adsorption purification in the step seven into a hydrolytic acidification tank for hydrolysis treatment, adding the wastewater obtained after the hydrolysis treatment into an A2O biochemical tank for denitrification and dephosphorization treatment, and filtering the wastewater subjected to denitrification and dephosphorization treatment through an MBR membrane bioreactor to obtain biochemical treatment wastewater.
7. The method for treating wastewater containing DMF, pyridine and pyridine derivatives of claim 1, wherein in step nine, the disinfectant is one of sodium hypochlorite and sodium citrate.
CN202010829895.5A 2020-08-18 2020-08-18 Method for treating wastewater containing DMF, pyridine and pyridine derivatives Active CN112028388B (en)

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CN117509993B (en) * 2024-01-04 2024-04-09 清大国华环境集团股份有限公司 Physical and chemical high-concentration waste liquid treatment process

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张刚 ; 张宗霖 ; 李明智 ; .催化氧化-A/O工艺-生物滤池处理高浓度有机胺废水中试.环境工程.2013,(04),参见说明书第10段. *

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