CN107857423A - A kind of processing system of reverse osmosis concentrated water - Google Patents
A kind of processing system of reverse osmosis concentrated water Download PDFInfo
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- CN107857423A CN107857423A CN201710798485.7A CN201710798485A CN107857423A CN 107857423 A CN107857423 A CN 107857423A CN 201710798485 A CN201710798485 A CN 201710798485A CN 107857423 A CN107857423 A CN 107857423A
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/20—Treatment of water, waste water, or sewage by degassing, i.e. liberation of dissolved gases
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/50—Treatment of water, waste water, or sewage by addition or application of a germicide or by oligodynamic treatment
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
- C02F1/5236—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using inorganic agents
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
- C02F1/54—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using organic material
- C02F1/56—Macromolecular compounds
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/66—Treatment of water, waste water, or sewage by neutralisation; pH adjustment
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/72—Treatment of water, waste water, or sewage by oxidation
- C02F1/722—Oxidation by peroxides
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/72—Treatment of water, waste water, or sewage by oxidation
- C02F1/725—Treatment of water, waste water, or sewage by oxidation by catalytic oxidation
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/72—Treatment of water, waste water, or sewage by oxidation
- C02F1/74—Treatment of water, waste water, or sewage by oxidation with air
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/72—Treatment of water, waste water, or sewage by oxidation
- C02F1/76—Treatment of water, waste water, or sewage by oxidation with halogens or compounds of halogens
- C02F1/766—Treatment of water, waste water, or sewage by oxidation with halogens or compounds of halogens by means of halogens other than chlorine or of halogenated compounds containing halogen other than chlorine
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F2001/007—Processes including a sedimentation step
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2301/00—General aspects of water treatment
- C02F2301/08—Multistage treatments, e.g. repetition of the same process step under different conditions
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2305/00—Use of specific compounds during water treatment
- C02F2305/02—Specific form of oxidant
- C02F2305/026—Fenton's reagent
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/28—Anaerobic digestion processes
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- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
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- Organic Chemistry (AREA)
- Separation Using Semi-Permeable Membranes (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
The invention discloses a kind of processing system of reverse osmosis concentrated water, the system includes:Denitrification filter pool, clear water reserviors, coagulative precipitation tank, Fenton reactor, Fenton sedimentation basin and break point chlorination pond.Reverse osmosis concentrated water lifts denitrification filter pool first, and denitrification denitrogenation is carried out to the nitrate nitrogen in concentrated water and nitrite nitrogen;Denitrification filter pool water outlet flows automatically to clear water reserviors, and clear water reserviors part effluent recycling to denitrification filter pool import mixes with reverse osmosis concentrated water water inlet;Clear water reserviors water outlet flows automatically to coagulative precipitation tank, and coagulating sedimentation is carried out to the insoluble organic matter in concentrated water, cenobium and colloid;Fenton reactor is arrived in coagulative precipitation tank water outlet lifting, and the hardly degraded organic substance in concentrated water is aoxidized;Fenton reactor water outlet flows automatically to Fenton sedimentation basin, carries out coagulating sedimentation;Fenton sedimentation basin water outlet flows automatically to break point chlorination pond, and qualified discharge after ammonia nitrogen removal and sterilization is carried out to concentrated water.
Description
Technical field
The invention belongs to water treatment field, is related to a kind of processing system of reverse osmosis concentrated water.
Background technology
With the propulsion of national energy-saving emission reduction policy, the advanced treating of industrial wastewater increasingly obtains the attention of enterprise,
The industrial trades such as steel, chemical industry, oil have substantial amounts of circulating sewage, chemical water station draining etc., and this kind of water is typically more clean,
Water quality characteristicses are that organic matter and ammonia-nitrogen content are relatively low, and total dissolved solidss and chlorion are higher after circulation, with energy-saving and emission-reduction
Requirement and industrial water saving water itself need, enterprise often take the technologies such as counter-infiltration, NF membrane to this kind of water carry out
Desalination, reduce wastewater emission amount.
But after using counter-infiltration, the technology desalination such as NF membrane, a part of strong brine can be produced, the part strong brine due to
Pollutant concentrates reason, and often composition is complex, and height is containing inorganic salts, organic matter, antisludging agent, the acid for also having desalination processes to use
Deng minority specioz, the processing to strong brine is to restrict the important step of desalting technology development, especially in reverse osmosis concentrated water
Nitrate nitrogen and organic matter, in the case of high salinity and chlorine ion, bioanalysis suffers from suppression, it is difficult to handle, it is domestic at present right
In the usual disposal options of reverse osmosis concentrated water:Municipal sewage system is discharged into handle into sewage plant, spray thing in factory after pretreatment
Expect consumption, evaporation pond natural evaporation, evaporative crystallization zero-emission disposal, but from the point of view of running situation, using these disposal options
More or less all exist and produce secondary pollution, otherwise be exactly to invest that huge, operating cost is high, there is various in practice
Limitation.
The content of the invention
, can be in high salt, high chlorine the technical problem to be solved in the present invention is to provide a kind of processing system of reverse osmosis concentrated water
Under conditions of ion, the pollutants such as the organic matter in concentrated water, ammonia nitrogen and total nitrogen are effectively treated, accomplish qualified discharge and fortune
Row cost is both economical.
The technical solution adopted by the present invention is:A kind of processing system of reverse osmosis concentrated water is provided, comprised the following steps:(1)
Water outlet mixing of the reverse osmosis concentrated water first with clear water reserviors backflow, with salt acid for adjusting pH and basicity, adds appropriate carbon source and phosphorus source
Afterwards, into one-level denitrification filter pool, under anoxic conditions, amphimicrobian denitrifying bacterium utilizes carbon source and phosphorus in reverse osmosis concentrated water
Source, propagation and denitrification denitrogenation process are completed, nitrate nitrogen and anti-nitrate nitrogen are reduced into nitrogen;(2)Denitrification filter pool goes out
Water flows automatically to clear water reserviors, and clear water reserviors are as denitrification filter pool backwash pond, while part effluent recycling is to denitrification filter pool import
Mixed with reverse osmosis concentrated water;(3)Clear water reserviors water outlet flows automatically to coagulative precipitation tank, and coagulative precipitation tank adds polymer/metallic salt coagulant
With macromolecule organic polymer, insoluble organic matter, cenobium and colloid are removed;(4)Coagulative precipitation tank water outlet lifting, which is arrived, is equipped with rubidium
The Fenton reactor of boron magnet catalytic filler, Fenton reagent is added, be passed through electricity and air, hydroxyl radical free radical is produced, to difficult degradation
Organic matter is aoxidized;(5)Fenton reactor water outlet flows automatically to Fenton sedimentation basin, is de-gassed, and adds alkali to adjust back pH, adds high score
Sub- organic polymer, coagulating sedimentation is carried out to flco caused by Fenton oxidation;(6)Fenton sedimentation basin water outlet flows automatically to break point chlorination
Pond, by chlorination, ammonia nitrogen removal and sterilization, the concentrated water qualified discharge after the completion of processing are carried out to water outlet.
Described step(1)In denitrification filter pool, be divided into two-stage denitrification filter pool, the control of one-level denitrification filter pool filtering velocity
3~4.5m/h, two level denitrification bio-filter filtering velocity are controlled in 6~9m/h, and using salt acid for adjusting pH and basicity, carbon source uses second
Acid or sodium acetate, phosphorus source use sodium dihydrogen phosphate or potassium dihydrogen phosphate, and denitrification filter pool adds salt-durable microbe bacterium in advance
Group's preparation, flora preparation living bacteria count >=3 × 1011CFU/mL, the ratio that adds are 0.05% that pond holds.
Described step(2)In clear water reserviors, the ratio of the water and raw water water that are back to denitrification filter pool import is
50%~200%.
Described step(3)In coagulative precipitation tank, the polymer/metallic salt coagulant added is aluminium polychloride, is added
Macromolecule organic polymer is polyacrylamide.
Described step(4)In Fenton reactor, the Fenton reagent added is hydrogen peroxide and ferrous sulfate, Fenton's reaction
The built-in rubidium boron magnet catalytic filler of device, is passed through electricity and air catalytic reaction, and the water inlet of Fenton reactor is adapted to pH≤6.5.
Described step(5)In Fenton sedimentation basin, provided with reaction tank and flocculation basin is continued, continue to be exposed in reaction tank
Gas, residual Fenton reagent is continued to react, flocculation basin carries out adjusting pH and adds polyacrylamide coagulation.
Described step(6)In break point chlorination pond, the medicament of chlorination is sodium hypochlorite, is removed ammonia nitrogen and sterilization.
Ammonia nitrogen concentration adds ratio range as 7 in the dosage and waste water of sodium hypochlorite:1~8.5:1.
Brief description of the drawings
Fig. 1 is a kind of processing system process chart of reverse osmosis concentrated water of the present invention.
Claims (8)
1. a kind of processing system of reverse osmosis concentrated water, its system is mainly by denitrification filter pool, clear water reserviors, coagulative precipitation tank, Fenton
Reactor, Fenton sedimentation basin and break point chlorination pond are sequentially connected in series and formed, it is characterised in that including following processing step:(1)Reverse osmosis
Water outlet mixing of the saturating concentrated water first with clear water reserviors backflow, with salt acid for adjusting pH and basicity, after adding appropriate carbon source and phosphorus source, enters
Enter denitrification filter pool, under anoxic conditions, adhere to filtrate biomembrane on denitrifying bacterium utilize reverse osmosis concentrated water in carbon source and
Phosphorus source, propagation and denitrification denitrogenation process are completed, nitrate nitrogen and anti-nitrate nitrogen are reduced into nitrogen;(2)Denitrification filter pool
Water outlet flows automatically to clear water reserviors, and clear water reserviors have part effluent recycling to denitrification filter pool as denitrification filter pool backwash pond
Import mixes with reverse osmosis concentrated water;(3)Clear water reserviors water outlet flows automatically to coagulative precipitation tank, and coagulative precipitation tank adds polymer/metallic salt and mixed
Solidifying agent and macromolecule organic polymer, remove insoluble organic matter, cenobium and colloid;(4)Dress is arrived in coagulative precipitation tank water outlet lifting
There is the Fenton reactor of catalytic filler, add Fenton reagent, be passed through electricity and air, produce hydroxyl radical free radical, it is organic to difficult degradation
Thing is aoxidized;(5)Fenton reactor water outlet flows automatically to Fenton sedimentation basin, is de-gassed, and adds alkali to adjust back pH, and adding macromolecule has
Machine polymer, coagulating sedimentation is carried out to flco caused by Fenton oxidation;(6)Fenton sedimentation basin water outlet flows automatically to break point chlorination pond,
By chlorination, ammonia nitrogen removal and sterilization are carried out to water outlet, the water for handling completion up to standard is discharged.
2. the processing system of a kind of reverse osmosis concentrated water according to claim 1, it is characterised in that described uses the present invention
Method processing reverse osmosis concentrated water, its water quality characteristic is:CODcr≤150mg/L,NH3-N≤30mg/L,TN≤230mg/L,
TDS≤10000mg/L, Cl-≤6000mg/L。
3. the processing system of a kind of reverse osmosis concentrated water according to claim 1, it is characterised in that denitrification filter pool is divided into two
Level denitrification filter pool, one-level denitrification filter pool filtering velocity control 3~4.5m/h, the control of two level denitrification bio-filter filtering velocity 6~
9m/h, using salt acid for adjusting pH and basicity, carbon source uses acetic acid or sodium acetate, and phosphorus source uses sodium dihydrogen phosphate or di(2-ethylhexyl)phosphate
Hydrogen potassium, denitrification filter pool add salt-durable microbe flora preparation, flora preparation living bacteria count >=3 × 10 in advance11CFU/mL, throw
It is 0.05% that pond holds to add ratio.
4. the processing system of a kind of reverse osmosis concentrated water according to claim 1, it is characterised in that clear water reserviors are back to anti-nitre
The ratio for changing the water before filter tank and raw water water is 50%~200%.
5. the processing system of a kind of reverse osmosis concentrated water according to claim 1, it is characterised in that what coagulative precipitation tank added
Polymer/metallic salt coagulant is aluminium polychloride, and the macromolecule organic polymer added is polyacrylamide.
6. the processing system of a kind of reverse osmosis concentrated water according to claim 1, it is characterised in that what Fenton reactor added
Fenton reagent is hydrogen peroxide and ferrous sulfate, and the built-in rubidium boron magnet catalytic filler of Fenton reactor, is passed through electricity and air catalytic is anti-
Should, the water inlet of Fenton reactor is adapted to pH≤6.5.
7. the processing system of a kind of reverse osmosis concentrated water according to claim 1, it is characterised in that Fenton sedimentation basin is provided with de-
Gas pond and flocculation basin, degassing are aerated in pond, and residual Fenton reagent is continued to react, and flocculation basin is carried out adjusting pH and added
Polyacrylamide coagulation.
8. the processing system of a kind of reverse osmosis concentrated water according to claim 1, it is characterised in that break point chlorination pond chlorination
Medicament is sodium hypochlorite, is removed ammonia nitrogen and sterilization, and ammonia nitrogen concentration adds ratio in the dosage and waste water of sodium hypochlorite
Scope is 7:1~8.5:1.
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Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109368919A (en) * | 2018-11-09 | 2019-02-22 | 江苏南大华兴环保科技股份公司 | A kind of pyridines purifying process of waste water |
CN109516625A (en) * | 2018-12-05 | 2019-03-26 | 北京环球中科水务科技有限公司 | A kind of processing method of high salt organic waste water |
CN110204084A (en) * | 2019-05-08 | 2019-09-06 | 江苏物网慧农科技集团有限公司 | A kind of processing method of Avermectin Wastewater |
CN111747601A (en) * | 2019-03-26 | 2020-10-09 | 中蓝连海设计研究院有限公司 | Treatment method of PTA-containing wastewater RO concentrated water |
CN112744949A (en) * | 2020-12-15 | 2021-05-04 | 东江环保股份有限公司 | Method for treating DTRO (digital terrestrial ro) concentrated water |
CN114085001A (en) * | 2021-11-16 | 2022-02-25 | 广东水清环保科技有限公司 | Advanced treatment method for aquaculture wastewater |
CN114149150A (en) * | 2021-12-15 | 2022-03-08 | 知和环保科技有限公司 | Process for stably treating nitrate in ultrafiltration and reverse osmosis concentrated water and application method thereof |
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CN104609658A (en) * | 2015-01-14 | 2015-05-13 | 同济大学 | Method for processing reverse osmosis concentrated water by catalyzed internal electrolysis and modified biological aerated filter |
CN105439395A (en) * | 2016-01-04 | 2016-03-30 | 大唐国际化工技术研究院有限公司 | Zero-discharge treatment method of salt-containing organic wastewater |
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WO2002004359A1 (en) * | 2000-07-07 | 2002-01-17 | Microbar, Inc. | Method of treating industrial waste waters |
CN103723779A (en) * | 2012-10-16 | 2014-04-16 | 东丽先端材料研究开发(中国)有限公司 | Fenton reaction system capable of controlling medicament feeding |
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Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109368919A (en) * | 2018-11-09 | 2019-02-22 | 江苏南大华兴环保科技股份公司 | A kind of pyridines purifying process of waste water |
CN109516625A (en) * | 2018-12-05 | 2019-03-26 | 北京环球中科水务科技有限公司 | A kind of processing method of high salt organic waste water |
CN111747601A (en) * | 2019-03-26 | 2020-10-09 | 中蓝连海设计研究院有限公司 | Treatment method of PTA-containing wastewater RO concentrated water |
CN110204084A (en) * | 2019-05-08 | 2019-09-06 | 江苏物网慧农科技集团有限公司 | A kind of processing method of Avermectin Wastewater |
CN112744949A (en) * | 2020-12-15 | 2021-05-04 | 东江环保股份有限公司 | Method for treating DTRO (digital terrestrial ro) concentrated water |
CN114085001A (en) * | 2021-11-16 | 2022-02-25 | 广东水清环保科技有限公司 | Advanced treatment method for aquaculture wastewater |
CN114149150A (en) * | 2021-12-15 | 2022-03-08 | 知和环保科技有限公司 | Process for stably treating nitrate in ultrafiltration and reverse osmosis concentrated water and application method thereof |
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