CN105836930A - Water-film integrated processing process of high-salt-content wastewater generated by hydrazine hydrate production using ketazine method - Google Patents

Water-film integrated processing process of high-salt-content wastewater generated by hydrazine hydrate production using ketazine method Download PDF

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Publication number
CN105836930A
CN105836930A CN201610381572.8A CN201610381572A CN105836930A CN 105836930 A CN105836930 A CN 105836930A CN 201610381572 A CN201610381572 A CN 201610381572A CN 105836930 A CN105836930 A CN 105836930A
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water
membrane
hydrazine hydrate
cod
stripping
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CN105836930B (en
Inventor
许宝华
李卫星
朱桂生
沈建良
刘玲
王文凤
黄诚
唐丽
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Zhenjiang Thorpe Chemical Engineering Design Co Ltd
JIANGSU SOPO (GROUP) CO Ltd
Nanjing Tech University
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Zhenjiang Thorpe Chemical Engineering Design Co Ltd
JIANGSU SOPO (GROUP) CO Ltd
Nanjing Tech University
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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
    • C02F1/20Treatment 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
    • C02F1/28Treatment of water, waste water, or sewage by sorption
    • C02F1/281Treatment of water, waste water, or sewage by sorption using inorganic 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
    • C02F1/28Treatment of water, waste water, or sewage by sorption
    • C02F1/283Treatment of water, waste water, or sewage by sorption using coal, charred products, or inorganic mixtures containing them
    • 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
    • C02F1/44Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis
    • C02F1/442Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis by nanofiltration
    • 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
    • C02F1/44Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis
    • C02F1/444Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis by ultrafiltration or microfiltration
    • 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
    • C02F1/725Treatment of water, waste water, or sewage by oxidation by catalytic oxidation
    • 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
    • C02F1/78Treatment of water, waste water, or sewage by oxidation with ozone
    • 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

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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)
  • Treatment Of Water By Oxidation Or Reduction (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)

Abstract

The invention relates to water-film integrated processing process of high-salt-content wastewater generated by hydrazine hydrate production using a ketazine method. The water-film integrated processing process includes: performing microfiltration on the high-salt-content wastewater generated by the hydrazine hydrate production using the ketazine method after absorption, allowing the clean water after the microfiltration to enter a nano-filtration process, allowing the penetrating fluid after the nano-filtration to enter an ozone catalytic oxidization system, allowing thick water to circulate and enter absorption treatment, conveying the wastewater after the ozone catalytic oxidization to air stripping treatment, and then removing the salt water and refining. The water-film integrated processing process has the advantages the water-film integrated processing technology is used, organic matter and inorganic salt are separated effectively, and the process is advanced, simple to operate, stable and reliable in effect, and the like.

Description

The high slat-containing wastewater embrane method integrated treatment process of preparation of hydrazine hydrate by use of ketazine
Technical field
The invention belongs to environment-protective water process field, relate to the high saliferous of a kind of preparation of hydrazine hydrate by use of ketazine Wastewater membrane method integrated treatment process.
Background technology
Hydrazine hydrate, also known as hydrazine hydrate, is a kind of important fine chemical material.Hydrazine hydrate can be used In synthesis multiple foaming agent, cleaning treatment agent, it is possible to as medicine, herbicide, rubber chemicals, The fields such as rocket fuel.The synthetic method of hydrazine hydrate mainly has Raschig process, urea method, ketazine process With hydrogen peroxide method etc..Raschig process is with ammonia for nitrogen source, with hypochlorite oxidation ammonia hydrazine hydrate, Owing to this method need to use excess of ammonia, while retracting device need to be set up, also produce substantial amounts of sodium chloride With salt such as ammonium chloride.The environmental pollution ratio that Raschig process produces is more serious, and investment is big, and product yield is low, So method is eliminated the most substantially.Urea method makees oxidant with sodium hypochlorite, prepares with carbamide for nitrogen source Hydrazine hydrate.The advantages such as it is low that urea method has investment, and equipment is simple, but due to the raw material used Costly, thus, do not possess competitiveness compared with other preparation method.Hydrogen peroxide method due to Hydrogen peroxide source is cheap, and this method has the biggest captivation, and rare inorganic byproduct is formed, but In product, content of organics exceeds nearly a hundred times than urea method.Ketazine process has small investment, product is received Rate is high, energy consumption is low, low cost and other advantages.This method is used to prepare hydrazine hydrate both at home and abroad commonplace. But, ketazine process can produce the waste water that salinity is the highest, and sodium chloride concentration is the highest, additionally, should Possibly together with the Organic substance such as acetone, ketazine in waste water, COD value is the highest, belongs to relatively difficulty The highly salt containing organic waste water of reason.
Summary of the invention
For the deficiencies in the prior art, the present invention proposes the height of a kind of preparation of hydrazine hydrate by use of ketazine and contains Salt wastewater membrane method integrated treatment process, it is achieved that Organic substance and the high efficiency separation of inorganic salt.
The technical scheme is that the high-salt wastewater embrane method of a kind of preparation of hydrazine hydrate by use of ketazine is integrated Processing technique, it specifically comprises the following steps that
1) high slat-containing wastewater to preparation of hydrazine hydrate by use of ketazine carries out adsorbing pretreatment, reduces COD Value.
2) waste water after absorption is carried out microfiltration process, the water purification after using high-pressure pump to be filtered by microfiltration Delivering to nanofiltration system and carry out concentration, trapped fluid carries out Slag treatment.
3) product water pretreated to microfiltration carries out nanofiltration process, and concentrated solution is delivered to adsorption treatment, Per-meate side water outlet enters catalytic ozonation system.
4) waste water after catalytic ozonation processes carries out stripping process, removes volatilization with further Property Organic substance.
5) waste water after stripping processes is delivered to salt refining.
The electrical conductivity of the high slat-containing wastewater of above-mentioned preparation of hydrazine hydrate by use of ketazine is 90000-300000 μ s/cm, CODCrFor 2500-4500mg/L;The electricity of waste water after absorption, microfiltration Conductance is 80000-290000 μ s/cm, CODCrFor 1700-2800mg/L;Water is produced after nanofiltration Electrical conductivity is 75000-270000 μ s/cm, CODCrFor 500-800mg/L;Through catalytic ozonation After useless electrical conductivity of water be 75000-270000 μ s/cm, CODCrFor 60-120mg/L;Through stripping Rear useless electrical conductivity of water is 75000-270000 μ s/cm, CODCrFor 20-50mg/L.
Preferred adsorbent is the one in silica gel, activated alumina, activated carbon, molecular sieve or any Several combinations, dosage is 0.5-3wt.%, and adsorption time is 20-50min.
Preferably microfiltration preprocessing process uses pressure actuated device to be circulating pump, and operation pressure is 0.1-0.3MPa;Micro-filtration membrane is organic membrane or inoranic membrane, and film average pore size is 0.03-5 μm;Film group Part is tubular membrane, rolled film or hollow-fibre membrane.
Preferably nanofiltration process uses pressure actuated device to be circulating pump, and operation pressure is 0.4-0.8MPa; NF membrane is organic membrane or inoranic membrane, and film average pore size is 1-5nm;Membrane module is tubular membrane, volume Formula film or hollow-fibre membrane.
The preferably oxygen air inflow of ozone oxidation is 3-15L/min, and ozone dosage is 3-10g/L. The preferred metal oxide catalyst of catalyst, for burnings such as Fe, Mn, Ni, La, Ce, Al One in thing, catalyst charge is the 0.1-6wt.% of reaction system.Pending water is at device In the time of staying be 5-200min, preferably 15-100min.
Preferably stripping gas-liquid volume ratio be 200-400, pH be 9-13, stripping temperature is 30-100 DEG C, Stripping time is 1-4h.
Beneficial effect:
The present invention is by the high slat-containing wastewater of preparation of hydrazine hydrate by use of ketazine warp after absorption, microfiltration pretreatment Crossing high-pressure pump to be delivered to membrane filtration system and carry out nanofiltration process, the water purification of per-meate side enters ozone catalytic Oxidation processes, the waste water after catalytic ozonation carries out stripping process, and stripping processes waste water conveying To salt refining.Film is coupled by the present invention with catalytic ozonation, stripping process, it is achieved that high The hydrazine hydrate of saliferous gives up the separation of Organic substance in water and inorganic salt, have that energy consumption is low, technique is advanced, The advantages such as simple to operate, effect stability is reliable.
Accompanying drawing explanation
Fig. 1 is to be the high slat-containing wastewater embrane method integrated treatment process flow process of preparation of hydrazine hydrate by use of ketazine Figure.
Detailed description of the invention
Embodiment 1
It is 90000 μ s/cm, COD to electrical conductivityCrHydrazine hydrate waste water for 2500mg/L adsorbs Pretreatment, the adsorbent of employing is active carbon powder, and dosage is 0.5wt.%, adsorbs 20min After carry out microfiltration pretreatment, the hollow-fibre membrane using membrane aperture to be 0.03 μm at transmembrane pressure is Filtering under conditions of 0.3MPa, producing water conductivity is 80000 μ s/cm, CODCrFor 1700mg/L; Nanofiltration membrane system will be delivered to through the pretreated penetrating fluid of microfiltration by high-pressure pump, use Average pore size is that the ceramic alumina hollow fiber nanofiltration membrane of 5nm carries out concentration, at transmembrane pressure Difference is for filtering under conditions of 0.6MPa, and the light electrical conductivity of water of per-meate side is 75000 μ s/cm, CODCrFor 500mg/L;Nanofiltration per-meate side is produced water and is entered catalytic ozonation process, the catalysis of employing Agent is that cellular oxidative aluminum loads manganese oxide, and consumption is 0.1wt.%, and oxygen air inflow is 3L/min, Ozone dosage is 3g/L, and the time of staying is 5min, the conductance of the waste water after catalytic ozonation Rate is 75000 μ s/cm, CODCrFor 120mg/L;Waste water after catalytic ozonation is delivered to stripping Processing, the electrical conductivity of stripping processed waste water is 75000 μ s/cm, CODCrFor 50mg/L, stripping gas Liquid volume ratio is 200, and pH is 13, and stripping temperature is 90 DEG C, and stripping time is 1h.
Embodiment 2
It is 300000 μ s/cm, COD to electrical conductivityCrHydrazine hydrate waste water for 4500mg/L adsorbs Pretreatment, the adsorbent of employing is activated alumina, and dosage is 3wt.%, after absorption 50min Carry out microfiltration pretreatment, use membrane aperture be the tubular membrane of 5 μm be the bar of 0.1MPa at transmembrane pressure Filtering under part, producing water conductivity is 290000 μ s/cm, CODCrFor 2800mg/L;Will be through microfiltration Pretreated penetrating fluid is delivered to nanofiltration membrane system by high-pressure pump, and employing average pore size is The sulfonated polyphenyl sulfone rolled film of 1nm carries out concentration, under conditions of transmembrane pressure is 0.8MPa Filtering, the light electrical conductivity of water of per-meate side is 270000 μ s/cm, CODCrFor 800mg/L;Nanofiltration Per-meate side is produced water and is entered catalytic ozonation process, and the catalyst of employing is that cellular oxidative aluminum loads oxygen Changing cerium, consumption is 6wt.%, and oxygen air inflow is 15L/min, and ozone dosage is 10g/L, stops Staying the time is 100min, and the useless electrical conductivity of water after catalytic ozonation is 270000 μ s/cm, CODCrFor 120mg/L;Waste water after catalytic ozonation is delivered to stripping and processes, waste water after stripping Electrical conductivity be 270000 μ s/cm, CODCrFor 20mg/L, stripping gas-liquid volume ratio is 400, pH Being 9, stripping temperature is 30 DEG C, and stripping time is 4h.
Embodiment 3
It is 190000 μ s/cm, COD to electrical conductivityCrHydrazine hydrate waste water for 3050mg/L adsorbs Pretreatment, the adsorbent of employing is inorganic silica gel, and dosage is 0.5wt.%, after absorption 40min Carry out microfiltration pretreatment, use membrane aperture be the tubular membrane of 3 μm be the bar of 0.2MPa at transmembrane pressure Filtering under part, producing water conductivity is 170000 μ s/cm, CODCrFor 2570mg/L;Will be through microfiltration Pretreated penetrating fluid is delivered to nanofiltration membrane system by high-pressure pump, and employing average pore size is The sulfonated polyether sulfone hollow-fibre membrane of 2nm carries out concentration, is the bar of 0.5MPa at transmembrane pressure Filtering under part, the light electrical conductivity of water of per-meate side is 155200 μ s/cm, CODCrFor 629mg/L; Nanofiltration per-meate side is produced water and is entered catalytic ozonation process, and the catalyst of employing is that cellular oxidative aluminum is born Carrying lanthana, consumption is 5wt.%, and oxygen air inflow is 7.3L/min, and ozone dosage is 6g/L, The time of staying is 40min, and the useless electrical conductivity of water after catalytic ozonation is 155200 μ s/cm, CODCrFor 77mg/L;Waste water after catalytic ozonation is delivered to stripping and processes, the electricity of de-rear waste water Conductance is 155200 μ s/cm, CODCrFor 32mg/L, stripping gas-liquid volume ratio is 350, and pH is 10, Stripping temperature is 50 DEG C, and stripping time is 3h.

Claims (7)

1. a high slat-containing wastewater embrane method integrated treatment process for preparation of hydrazine hydrate by use of ketazine, it specifically comprises the following steps that
1) high slat-containing wastewater to preparation of hydrazine hydrate by use of ketazine carries out adsorbing pretreatment, reduces COD value;
2) waste water after absorption being carried out microfiltration process, the water purification after using high-pressure pump to be filtered by microfiltration is delivered to nanofiltration system and is carried out concentration, and trapped fluid carries out Slag treatment;
3) product water pretreated to microfiltration carries out nanofiltration process, and concentrated solution is delivered to adsorption treatment, and per-meate side water outlet enters catalytic ozonation system;
4) waste water after catalytic ozonation processes carries out stripping process, to remove volatile organic matter further;
5) waste water after stripping processes is delivered to salt refining.
The high slat-containing wastewater embrane method integrated treatment process of a kind of preparation of hydrazine hydrate by use of ketazine, it is characterised in that the electrical conductivity of the high slat-containing wastewater of preparation of hydrazine hydrate by use of ketazine is 90000-300000 μ s/cm, CODCrFor 2500-4500mg/L;After absorption, microfiltration, useless electrical conductivity of water is 80000-290000 μ s/cm, CODCrFor 1700-2800mg/L;Producing electrical conductivity of water after nanofiltration is 75000-270000 μ s/cm, CODCrFor 500-800mg/L;Useless electrical conductivity of water after catalytic ozonation is 75 000-270000 μ s/cm, CODCrFor 60-120mg/L;After stripping, useless electrical conductivity of water is 750 00-270000 μ s/cm, CODCrFor 20-50mg/L.
Technique the most according to claim 1, it is characterised in that adsorbent is a kind of or the most several combination in silica gel, activated alumina, activated carbon, molecular sieve, dosage is 0.5-3wt.%, and adsorption time is 20-50min.
Technique the most according to claim 1, it is characterised in that microfiltration preprocessing process uses pressure actuated device to be circulating pump, and operation pressure is 0.1-0.3MPa;Micro-filtration membrane is organic membrane or inoranic membrane, and film average pore size is 0.03-5 μm;Membrane module is tubular membrane, rolled film or hollow-fibre membrane.
Technique the most according to claim 1, it is characterised in that nanofiltration processing procedure uses pressure actuated device to be circulating pump, and operation pressure is 0.4-0.8MPa;NF membrane is organic membrane or inoranic membrane, and film average pore size is 1-5nm;Membrane module is tubular membrane, rolled film or hollow-fibre membrane.
Technique the most according to claim 1, it is characterised in that the oxygen air inflow of ozone oxidation is 3-15L/min, ozone dosage is 3-10g/L;Catalyst is the one in the metal-oxides such as Fe, Mn, Ni, La, Ce, Al, and catalyst charge is the 0.1-6wt.% of reaction system;The pending water time of staying in a device is 5-200min.
Technique the most according to claim 1, it is characterised in that stripping gas-liquid volume ratio be 200-400, pH be 9-13, stripping temperature is 30-90 DEG C, and stripping time is 1-4h.
CN201610381572.8A 2016-06-01 2016-06-01 The high slat-containing wastewater embrane method integrated treatment process of preparation of hydrazine hydrate by use of ketazine Active CN105836930B (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107721023A (en) * 2017-11-22 2018-02-23 天津海泽惠科技发展有限公司 A kind of hydrazine hydrate wastewater treatment equipment and its technique
CN108128916A (en) * 2017-11-21 2018-06-08 清华大学 Method for treating water and device
CN109133495A (en) * 2018-07-23 2019-01-04 华南理工大学 A kind of carbonless paper coating wastewater treatment and circulation reuse method
CN110240134A (en) * 2019-06-06 2019-09-17 宜宾海丰和锐有限公司 Remove Fe in ketazine process hydrazine hydrate3+With the method for organic matter

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100413786C (en) * 2005-11-22 2008-08-27 宜宾天原集团股份有限公司 Process for treating hydrazine hydrate waste salt water by ketone linking nitrogen method
CN101391826A (en) * 2008-10-17 2009-03-25 中国海洋大学 Rotational flow-member separating desalination method of sea water containing solid insoluble matter
CN103663769A (en) * 2012-09-07 2014-03-26 中国石油化工股份有限公司 Method for desalting sewage by using membrane separation technology
CN104230080A (en) * 2013-06-20 2014-12-24 天津市汉沽合佳化工有限责任公司 Technique for producing caustic soda from spent brine generated in hydrazine hydrate production process
CN104724871B (en) * 2015-03-20 2017-12-08 苏州聚智同创环保科技有限公司 The technique that recycling treatment is carried out to the high-salt wastewater of preparation of hydrazine hydrate by use of ketazine

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108128916A (en) * 2017-11-21 2018-06-08 清华大学 Method for treating water and device
CN107721023A (en) * 2017-11-22 2018-02-23 天津海泽惠科技发展有限公司 A kind of hydrazine hydrate wastewater treatment equipment and its technique
CN109133495A (en) * 2018-07-23 2019-01-04 华南理工大学 A kind of carbonless paper coating wastewater treatment and circulation reuse method
CN110240134A (en) * 2019-06-06 2019-09-17 宜宾海丰和锐有限公司 Remove Fe in ketazine process hydrazine hydrate3+With the method for organic matter
CN110240134B (en) * 2019-06-06 2022-09-16 宜宾海丰和锐有限公司 Removing Fe in ketazine process hydrazine hydrate 3+ And organic matter

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