CN108975600A - Condensed oil sewage floor synthetic processing platform - Google Patents
Condensed oil sewage floor synthetic processing platform Download PDFInfo
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- CN108975600A CN108975600A CN201810707684.7A CN201810707684A CN108975600A CN 108975600 A CN108975600 A CN 108975600A CN 201810707684 A CN201810707684 A CN 201810707684A CN 108975600 A CN108975600 A CN 108975600A
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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
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
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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
- C02F1/24—Treatment of water, waste water, or sewage by flotation
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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
- C02F1/38—Treatment of water, waste water, or sewage by centrifugal separation
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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
- C02F1/40—Devices for separating or removing fatty or oily substances or similar floating material
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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
- C02F1/44—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis
- C02F1/444—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis by ultrafiltration or microfiltration
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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
- C02F1/46—Treatment of water, waste water, or sewage by electrochemical methods
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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
- C02F1/46—Treatment of water, waste water, or sewage by electrochemical methods
- C02F1/461—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis
- C02F1/46104—Devices therefor; Their operating or servicing
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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
- C02F1/46—Treatment of water, waste water, or sewage by electrochemical methods
- C02F1/461—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis
- C02F1/463—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis by electrocoagulation
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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
- C02F1/46—Treatment of water, waste water, or sewage by electrochemical methods
- C02F1/461—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis
- C02F1/465—Treatment of water, waste water, or sewage by electrochemical methods by electrolysis by electroflotation
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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
- 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
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/10—Nature of the water, waste water, sewage or sludge to be treated from quarries or from mining activities
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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
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/12—Activated sludge processes
- C02F3/1236—Particular type of activated sludge installations
- C02F3/1268—Membrane bioreactor systems
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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
- C02F3/30—Aerobic and anaerobic processes
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- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
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- Water Treatment By Electricity Or Magnetism (AREA)
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Abstract
A kind of condensed oil sewage floor synthetic processing platform, collecting-tank, hydrocyclone, dosing air-dissolving air-float pond, electric flocculation flotation tank, the first pH conditioning tank, the first intermediate pool, the first elevator pump, by-pass filtration pond, the first solenoid valve, iron-carbon micro-electrolysis pond, the 2nd pH conditioning tank, the first inclined-plate clarifying basin, the first three-dimensional electrochemical pond, third conditioning tank, the second inclined-plate clarifying basin, the second intermediate pool, the second elevator pump, secondary filtration pond, A/O-MBR device including sewage discharge route is sequentially connected and constituted by pipeline;Its advantage is that: using an integrated treatment platform of the invention, a variety of sewage treatment routes can be handled, it is easy to use, reduce operating cost;And it is easy to operate, integrated level is high, and the sewage through this integrated treatment platform processes has reached the primary standard in integrated wastewater discharge standard (GB 8978-1996).
Description
Technical field
The present invention relates to sewage-treatment plant, specifically a kind of condensed oil sewage floor synthetic processing platform.
Background technique
Heavy oil wastewater water quality is more complex, is not only polluted by crude oil, but also has also dissolved ground in the oil reservoir of high temperature and pressure
Each middle salt and gas in layer;In oil recovery process, many suspended solids are carried in oil reservoir;During oil-gas gathering and transportation
Also it has been doped into all kinds of chemical agents;Also contain a large amount of dissolved organic matter in condensed oil sewage.Condensed oil sewage is a kind of water in a word
The more complicated sewage of matter.Many areas in the world, condensed oil sewage be all be back to after certain processing thermal recovery boiler or
Reinjection into reservoir.And at sea platform or elsewhere, condensed oil sewage are usually directly arrange extra large by certain processing or be discharged to week
Collarette border, and the direct outlet of condensed oil sewage of leaving will lead to the serious pollution of environment.
Do re-injection after general handle mostly for condensed oil sewage currently on the market, reinjected water water quality tend not to it is up to standard,
Mode for careful processing direct emission is even more to rarely have to be related to, and this kind of tupe not only produces subsequent oil recovery process instantly
It is raw to influence, and not can solve root problem.
Summary of the invention
The present invention in view of the above shortcomings of the prior art, provides a kind of condensed oil sewage floor synthetic processing platform, so that one
A integrated treatment platform can realize multiple sewage treatment routes, easy to use, reduce operating cost;
A kind of condensed oil sewage floor synthetic processing platform, including be sequentially connected by pipeline and constitute sewage discharge route
Collecting-tank, hydrocyclone, dosing air-dissolving air-float pond, electric flocculation flotation tank, the first pH conditioning tank, the first intermediate pool,
One elevator pump, by-pass filtration pond, the first solenoid valve, iron-carbon micro-electrolysis pond, the 2nd pH conditioning tank, the first inclined-plate clarifying basin, first
Three-dimensional electrochemical pond, third conditioning tank, the second inclined-plate clarifying basin, the second intermediate pool, the second elevator pump, secondary filtration pond, A/
O-MBR device;
Integrated treatment platform further includes sloping plate oil separation tank, the second three-dimensional electrochemical pond, third intermediate pool, the first high pressure
Pump, micro-filtration membrane cisterna, re-injection pond, and the water inlet of sloping plate oil separation tank, water outlet pass through pipeline and collecting-tank, the molten gas of dosing respectively
Flotation tank connection, water inlet, the water outlet in the second three-dimensional electrochemical pond pass through pipeline respectively and by-pass filtration pond, the 3rd pH are adjusted
Pond connection, water inlet, the water outlet of third intermediate pool pass through pipeline respectively and are connected to secondary filtration pond, the first high-pressure pump, lead to
The first high-pressure pump is crossed by after the water input micro-filtration membrane cisterna in third intermediate pool, re-injection pond is flowed into, re-injection is used for, so that successively
Collecting-tank, sloping plate oil separation tank, dosing air-dissolving air-float pond, electric flocculation flotation tank, the first pH conditioning tank, the first intermediate water of connection
Pond, the first elevator pump, by-pass filtration pond, the second three-dimensional electrochemical pond, the 3rd pH conditioning tank, the second inclined-plate clarifying basin, in second
Between pond, the second elevator pump, secondary filtration pond, third intermediate pool, the first high-pressure pump, micro-filtration membrane cisterna, structure between re-injection pond
At produced-water reinjection route.
Condensed oil sewage floor synthetic processing platform of the present invention, its advantage is that:
Integrated treatment platform difference from prior art of the present invention is, using an integrated treatment platform of the invention,
A variety of sewage treatment routes can be handled, it is easy to use, reduce operating cost;And it is easy to operate, integrated level is high, through this General Office
The sewage of platform processing, has reached the primary standard in integrated wastewater discharge standard (GB 8978-1996), reinjected water reaches
" clastic rock reservoir water water quality fertilizer index and analysis method " (SY/T 5329-2012).
Detailed description of the invention
Fig. 1 is structure of the invention connection figure;
Wherein: single arrow indicates drainage flow direction or sludge transporting direction;
Collecting-tank 1, hydrocyclone 2, dosing air-dissolving air-float pond 3, electric flocculation flotation tank 4, the first pH conditioning tank 5, first
Intermediate pool 6, the first elevator pump 7, by-pass filtration pond 8, the first solenoid valve 9, iron-carbon micro-electrolysis pond 10, the 2nd pH conditioning tank 11,
First inclined-plate clarifying basin 12, the first three-dimensional electrochemical pond 13, the 3rd pH conditioning tank 14, among the second inclined-plate clarifying basin 15, second
Pond 16, the second elevator pump 17, secondary filtration pond 18;
A/O-MBR device 19, anaerobic pond 19A, aerobic tank 19B, membrane biological reaction pond 19C;
Sloping plate oil separation tank 20, the second three-dimensional electrochemical pond 21, third intermediate pool 22, the first high-pressure pump 23, micro-filtration membrane cisterna
24, re-injection pond 25, ultraviolet disinfection pipe 26, demulsifier stirring pool 27, PAC stirring pool 28, PAM stirring pool 29, H2SO4Pond 30,
The pond NaOH 31, H2O2Pond 32, the second high-pressure pump 33, discharge pond 34, sludge-tank 35, third elevator pump 36, second solenoid valve 37.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to the accompanying drawings and embodiments, right
The present invention is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, and
It is not used in the restriction present invention.
A kind of condensed oil sewage floor synthetic processing platform, including pass sequentially through pipeline and connect and constitute sewage discharge route
Collecting-tank 1, hydrocyclone 2, dosing air-dissolving air-float pond 3, electric flocculation flotation tank 4, the first pH conditioning tank 5, the first intermediate water
Pond 6, the first elevator pump 7, by-pass filtration pond 8, the first solenoid valve 9, iron-carbon micro-electrolysis pond 10, the 2nd pH conditioning tank 11, first are tiltedly
Plate sedimentation basin 12, the first three-dimensional electrochemical pond 13, the 3rd pH conditioning tank 14, the second inclined-plate clarifying basin 15, the second intermediate pool 16,
Second elevator pump 17, secondary filtration pond 18, A/O-MBR device 19;
Integrated treatment platform further includes sloping plate oil separation tank 20, the second three-dimensional electrochemical pond 21, third intermediate pool 22, first
High-pressure pump 23, micro-filtration membrane cisterna 24, re-injection pond 25, and the water inlet of sloping plate oil separation tank 20, water outlet pass through pipeline and collection respectively
Pond 1, dosing air-dissolving air-float pond 3 are connected to, and water inlet, the water outlet in the second three-dimensional electrochemical pond 21 pass through pipeline and level-one respectively
Filtering ponds 8, the connection of the 3rd pH conditioning tank 14, water inlet, the water outlet of third intermediate pool 22 pass through pipeline and second level mistake respectively
Water in third intermediate pool 22 is inputted micro-filtration membrane cisterna 24 by the first high-pressure pump 23 by filter tank 18, the connection of the first high-pressure pump 23
Afterwards, re-injection pond 25 is flowed into, re-injection is used for, so that sequentially connected collecting-tank 1, sloping plate oil separation tank 20, dosing air-dissolving air-float pond
3, electric flocculation flotation tank 4, the first pH conditioning tank 5, the first intermediate pool 6, the first elevator pump 7, by-pass filtration pond 8, second are three-dimensional
Electrochemical cell 21, the 3rd pH conditioning tank 14, the second inclined-plate clarifying basin 15, the second intermediate pool 16, the second elevator pump 17, second level mistake
Filter tank 18, the first high-pressure pump 23, micro-filtration membrane cisterna 24, constitutes produced-water reinjection route between re-injection pond 25 at third intermediate pool 22.
Preferably, ultraviolet disinfection pipe 26 is additionally provided between micro-filtration membrane cisterna 24 and re-injection pond 25, to by micro-filtration membrane cisterna
24 disinfection of effluent.
Preferably, an input end in dosing air-dissolving air-float pond 3 is also stirred by pipeline and demulsifier stirring pool 27, PAC respectively
The outlet connection in pond 28, PAM stirring pool 29 is mixed, so that broken in demulsifier stirring pool 27, PAC stirring pool 28, PAM stirring pool 29
Emulsion, PAC (aluminium polychloride), PAM (polyacrylamide) are pumped in dosing air-dissolving air-float pond 3, for will be in viscous crude
Moisture abjection, the colloid in removal waste water, the floccule body that is condensed into of thin suspended matter and tiny floccule body flocculates is biggish
Floccule body etc.;
First pH conditioning tank 5, the 3rd pH conditioning tank 14, iron-carbon micro-electrolysis pond 10 a water inlet be also connected with H respectively2SO4
Pond 30, the pond NaOH 31, H2O2Pond 32 is used for H2SO4、NaOH、H2O2The first pH conditioning tank 5, third are added by pipeline respectively
PH conditioning tank 14, iron-carbon micro-electrolysis pond 10, so that the sewage in the first pH conditioning tank 5 is adjusted to acid, the 3rd pH conditioning tank 14
Interior sewage is adjusted to neutrality, the sewage in iron-carbon micro-electrolysis pond 10 is disinfected.
Further, A/O-MBR device 19 includes anaerobic pond 19A, aerobic tank 19B, the film life for passing sequentially through pipeline connection
Object reaction tank 19C, and the water inlet end of anaerobic pond 19A is connect with the water outlet in secondary filtration pond 18, so that organic in anaerobic pond 19A
Object occur hydrolysis, acidification and methanation, to remove the organic matter in waste water, and improve the biodegradability of sewage so that sewage into
Enter in aerobic tank 19B, aerobic microbiological fast-growth breeding, so that the structures of dirty water pollutant are handled, finally, through aerobic
The sewage of processing enters membrane biological reaction pond 19C, to retain the activated sludge and larger molecular organics in sewage.
Preferably, integrated treatment platform further include the second high-pressure pump 33, discharge pond 34, the import of the second high-pressure pump 33 with
A water outlet of membrane biological reaction pond 19C connects, so that sewage after processing passes through the second high-pressure pump 33 input discharge pond
In 34, to later discharge.
Further, integrated treatment platform further includes a sludge-tank 35, and the input end of sludge-tank 35 passes through pipeline respectively
With sloping plate oil separation tank 20, dosing air-dissolving air-float pond 3, electric flocculation flotation tank 4, the first inclined-plate clarifying basin 12, the second inclined-plate clarifying basin
15, iron-carbon micro-electrolysis pond 10, the second three-dimensional electrochemical pond 21, anaerobic pond 19A, aerobic tank 19B, membrane biological reaction pond 19C one
Sludge arranges outlet connection, for transporting sludge to sludge-tank 35.
First liquid level gauge (being not drawn into figure) and third elevator pump 36 are provided in collecting-tank 1, so that receiving in collecting-tank 1
After the thick-oil waste water of collection reaches the scale liquid position of first liquid level gauge, waste water transport through third elevator pump 36 to hydrocyclone 2 or
Sloping plate oil separation tank 20;
Electric flocculation flotation tank 4 is for removing suspended matter and oil pollutant in sewage;
Second liquid level gauge (being not drawn into figure) is installed, so that the liquid level in the first intermediate pool 6 in the first intermediate pool 6
When reaching scale liquid position, pass through the first elevator pump 7 transport to by-pass filtration pond 8;
Third liquid level gauge (being not drawn into figure) is installed, so that the liquid in the second intermediate pool 16 in the second intermediate pool 16
When position reaches scale liquid position, pass through the second elevator pump 17 transport to secondary filtration pond 18;
4th liquidometer (being not drawn into figure) is installed, so that the liquid in third intermediate pool 22 in third intermediate pool 22
When position reaches scale liquid position, it is evacuated in micro-filtration membrane cisterna 24 by the first high-pressure pump 23;
Under-filled in by-pass filtration pond 8 has quartz sand, top filled with anthracite, and quartz sand with it is anthracitic heavy
Amount is than being 1:1;
Iron-carbon micro-electrolysis pond 10 has for converting degradable and degradable small molecule for macromolecular hardly degraded organic substance
Machine object, filler therein are iron plane flower and carbon dust.
Second solenoid valve 37 is provided on pipeline between by-pass filtration pond 8 and the second three-dimensional electrochemical pond 21.
Three-dimensional electrode reactor device is provided with (in figure in first three-dimensional electrochemical pond 13, the second three-dimensional electrochemical pond 21
It is not drawn into), for avoiding the generation of short circuit current phenomenon, current efficiency and granule electrode multipole are improved, sewage is improved
Degradation efficiency.
Three-dimensional electrode reactor device is the prior art, i.e. the technical solution of Patent No. 201510968150.6, therefore,
This is not described in detail.
Embodiment one, sewage discharge processing
1, make third elevator pump 36 in high liquid level by raw water by first liquid level gauge after the collection of collecting-tank 1 thick-oil waste water
Be evacuated to hydrocyclone 2, water outlet flows into dosing air-dissolving air-float pond 3, when reaction by demulsifier stirring pool 27, PAC stirring pool 28,
Demulsifier, PAC, PAM in PAM stirring pool 29 are slowly added in dosing air-dissolving air-float pond 3 according to dose, and water outlet flows into electricity wadding
Oil removal and oil pollutant are further removed in solidifying flotation tank 4, to complete to enter the first pH adjusting in aforementioned preprocessing process
Pond 5, while H is added2SO4H in pond 302SO4, to adjust sewage to acidity;
2, the sewage handled through step 1 inputs the first intermediate pool 6, when the liquid level in the first intermediate pool 6 reaches second
When the scale liquid position of liquidometer, iron-carbon micro-electrolysis pond 10 is flowed into after transporting sewage to by-pass filtration pond 8 by the first elevator pump 7
(opening the first solenoid valve 9 at this time, second solenoid valve 37 is closed), while H is added2O2H in pond 322O2, make its coupling, to
Convert macromolecular hardly degraded organic substance to degradable and degradable small organic molecule;
3, the sewage handled through step 2 inputs after the 2nd pH conditioning tank 11 adjusts pH and flows into the first inclined-plate clarifying basin 12, with
After removing the mud generated in iron-carbon micro-electrolysis pond 10, the first three-dimensional electrochemical pond 13 of sewage inflow further removes all kinds of organic
Pollutant;
4, the sewage handled through step 3 enters the 3rd pH conditioning tank 14, while third is added in the NaOH in the pond NaOH 31
PH conditioning tank 14, to input the second inclined-plate clarifying basin 15 after adjusting sewage to neutrality, to remove in the first three-dimensional electrochemical pond 13
The substances such as the mud and suspended matter of interior generation, subsequent sewage enter the second intermediate pool 16, the liquid level in the second intermediate pool 16
When reaching the scale liquid position of third liquid level gauge, sewage is transported to 18 (wherein filler of secondary filtration pond by the second elevator pump 17
Type and arrangement are identical as in by-pass filtration pond 8);
5, the sewage handled through step 4 flows into A/O-MBR device 19, due to the place in aforementioned first three-dimensional electrochemical pond 13
Reason, so that through treated in the first three-dimensional electrochemical pond 13 sewage temperature between 35 DEG C~50 DEG C, furthermore, sewage is through A/O-
After the processing of MBR device 19, sewage temperature can be maintained just between 20 DEG C~35 DEG C, and the temperature is bright for biochemical treatment advantage
It is aobvious, biochemical system treatment efficiency can be increased substantially, avoid previous condensed oil sewage biochemical treatment temperature it is too low be difficult to handle it is up to standard
The problem of;Finally, the sewage handled through A/O-MBR device 19 is pumped by discharge pond 34 by the second high-pressure pump 33, i.e., it is reachable
To the primary standard qualified discharge in integrated wastewater discharge standard (GB8978-1996);Meanwhile it can also will be in present treatment route
Sludge is individually emitted into sludge-tank 35.
Embodiment two, produced-water reinjection processing
1, make third elevator pump 36 in high liquid level by raw water by first liquid level gauge after the collection of collecting-tank 1 thick-oil waste water
It is evacuated to inclined plate grease sedimentation basin, water outlet flows into dosing air-dissolving air-float pond 3, by demulsifier stirring pool 27, PAC stirring pool when reaction
28, the demulsifier in PAM stirring pool 29, PAC, PAM are slowly added in dosing air-dissolving air-float pond 3 according to dose, and water outlet flows into
Oil removal and oil pollutant are removed in electric flocculation flotation tank 4, further to complete to enter the first pH in aforementioned preprocessing process
Conditioning tank 5, while H is added2SO4H in pond 302SO4, to adjust sewage to acidity;
2, the sewage handled through step 1 inputs the first intermediate pool 6, when the liquid level in the first intermediate pool 6 reaches second
When the scale liquid position of liquidometer, the second three-dimensional electrochemical is flowed into after transporting sewage to by-pass filtration pond 8 by the first elevator pump 7
Pond 21 (the first solenoid valve 9 is closed at this time, and second solenoid valve 37 is opened), to remove all kinds of persistent organic pollutants;
3, the sewage handled through step 2 inputs the 3rd pH conditioning tank 14, while third is added in the NaOH in the pond NaOH 31
PH conditioning tank 14, to input the second inclined-plate clarifying basin 15 after adjusting sewage to neutrality, to remove in the first three-dimensional electrochemical pond 13
The substances such as the mud and suspended matter of interior generation, subsequent sewage enter the second intermediate pool 16, the liquid level in the second intermediate pool 16
When reaching the scale liquid position of third liquid level gauge, sewage is transported to 18 (wherein filler of secondary filtration pond by the second elevator pump 17
Type and arrangement are identical as in by-pass filtration pond 8);
4, the sewage handled through step 3 flows into third intermediate pool 22, when liquid level reaches the 4th in third intermediate pool 22
When the scale liquid position of liquidometer, sewage is evacuated in micro-filtration membrane cisterna 24 by the first high-pressure pump 23;
5, the sewage handled through step 4 sterilizes under the effect of ultraviolet disinfection pipe 26, i.e. reachable to remove harmful microorganism
It is last defeated to the reinjection standard in " clastic rock reservoir water water quality fertilizer index and analysis method " (SY/T 5329-2012)
Enter re-injection pond 25 and prepares re-injection, meanwhile, sludge in present treatment route can also be individually emitted into sludge-tank 35.
Embodiment three, other processing
1, make third elevator pump 36 in high liquid level by raw water by first liquid level gauge after the collection of collecting-tank 1 thick-oil waste water
Be evacuated to hydrocyclone 2, water outlet flows into dosing air-dissolving air-float pond 3, when reaction by demulsifier stirring pool 27, PAC stirring pool 28,
Demulsifier, PAC, PAM in PAM stirring pool 29 are slowly added in dosing air-dissolving air-float pond 3 according to dose, and water outlet flows into electricity wadding
Oil removal and oil pollutant are further removed in solidifying flotation tank 4, to complete to enter the first pH adjusting in aforementioned preprocessing process
Pond 5, while H is added2SO4H in pond 302SO4, to adjust sewage to acidity;
2, the sewage handled through step 1 inputs the first intermediate pool 6, when the liquid level in the first intermediate pool 6 reaches second
When the scale liquid position of liquidometer, sewage is transported to by-pass filtration pond 8 by the first elevator pump 7, opens 37 (this of second solenoid valve
When, the first solenoid valve 9 is closed) so that the sewage in by-pass filtration pond 8 flows into the second three-dimensional electrochemical pond 21, it is all kinds of to remove
Persistent organic pollutants;
3, the sewage handled through step 2 inputs the 3rd pH conditioning tank 14, while third is added in the NaOH in the pond NaOH 31
PH conditioning tank 14, to input the second inclined-plate clarifying basin 15 after adjusting sewage to neutrality, to remove in the first three-dimensional electrochemical pond 13
The substances such as the mud and suspended matter of interior generation, subsequent sewage enter the second intermediate pool 16, the liquid level in the second intermediate pool 16
When reaching the scale liquid position of third liquid level gauge, sewage is transported to 18 (wherein filler of secondary filtration pond by the second elevator pump 17
Type and arrangement are identical as in by-pass filtration pond 8);
4, the sewage handled through step 3 flows into A/O-MBR device 19, due to the place in aforementioned first three-dimensional electrochemical pond 13
Reason, so that through treated in the first three-dimensional electrochemical pond 13 sewage temperature between 35 DEG C~50 DEG C, furthermore, sewage is through A/O-
After the processing of MBR device 19, sewage temperature can be maintained just between 20 DEG C~35 DEG C, and the temperature is bright for biochemical treatment advantage
It is aobvious, biochemical system treatment efficiency can be increased substantially, avoid previous condensed oil sewage biochemical treatment temperature it is too low be difficult to handle it is up to standard
The problem of;Finally, the sewage handled through A/O-MBR device 19 is pumped by discharge pond 34 by the second high-pressure pump 33, i.e., it is reachable
To the primary standard qualified discharge in integrated wastewater discharge standard (GB8978-1996);Meanwhile it can also will be in present treatment route
Sludge is individually emitted into sludge-tank 35.
The foregoing is merely presently preferred embodiments of the present invention, is not intended to limit the invention, it is all in spirit of the invention and
Within principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Claims (10)
1. condensed oil sewage floor synthetic processing platform, it is characterised in that: including being sequentially connected by pipeline and constituting sewage discharge
Collecting-tank (1), hydrocyclone (2), dosing air-dissolving air-float pond (3), the electric flocculation flotation tank (4), the first pH conditioning tank of route
(5), the first intermediate pool (6), the first elevator pump (7), by-pass filtration pond (8), the first solenoid valve (9), iron-carbon micro-electrolysis pond
(10), the 2nd pH conditioning tank (11), the first inclined-plate clarifying basin (12), the first three-dimensional electrochemical pond (13), the 3rd pH conditioning tank
(14), the second inclined-plate clarifying basin (15), the second intermediate pool (16), the second elevator pump (17), secondary filtration pond (18), A/O-
MBR device (19);
Integrated treatment platform further includes sloping plate oil separation tank (20), the second three-dimensional electrochemical pond (21), third intermediate pool (22),
One high-pressure pump (23), micro-filtration membrane cisterna (24), re-injection pond (25), and water inlet, the water outlet of sloping plate oil separation tank (20) lead to respectively
Piping is connected to collecting-tank (1), dosing air-dissolving air-float pond (3), water inlet, the water outlet point in the second three-dimensional electrochemical pond (21)
Not Tong Guo pipeline be connected to by-pass filtration pond (8), the 3rd pH conditioning tank (14), the water inlet of third intermediate pool (22), water outlet
Mouth is connected to by pipeline with secondary filtration pond (18), the first high-pressure pump (23) respectively, will be in third by the first high-pressure pump (23)
Between after water input micro-filtration membrane cisterna (24) in pond (22), flow into re-injection pond (25), re-injection be used for, so that sequentially connected collection
Pond (1), sloping plate oil separation tank (20), dosing air-dissolving air-float pond (3), electric flocculation flotation tank (4), the first pH conditioning tank (5), first
Intermediate pool (6), the first elevator pump (7), by-pass filtration pond (8), the second three-dimensional electrochemical pond (21), the 3rd pH conditioning tank
(14), the second inclined-plate clarifying basin (15), the second intermediate pool (16), the second elevator pump (17), secondary filtration pond (18), in third
Between pond (22), the first high-pressure pump (23), micro-filtration membrane cisterna (24), produced-water reinjection route is constituted between re-injection pond (25).
2. condensed oil sewage floor synthetic processing platform according to claim 1, it is characterised in that: micro-filtration membrane cisterna (24) and re-injection
Ultraviolet disinfection pipe (26) are additionally provided between pond (25), to by the disinfection of effluent of micro-filtration membrane cisterna (24).
3. condensed oil sewage floor synthetic processing platform according to claim 1, it is characterised in that: dosing air-dissolving air-float pond (3)
An input end also respectively by the outlet of pipeline and demulsifier stirring pool (27), PAC stirring pool (28), PAM stirring pool (29)
Connection, so that demulsifier stirring pool (27), PAC stirring pool (28), the demulsifier in PAM stirring pool (29), PAC, PAM pump
In to dosing air-dissolving air-float pond (3).
4. condensed oil sewage floor synthetic processing platform according to claim 1, it is characterised in that: the first pH conditioning tank (5),
Three pH conditioning tanks (14), iron-carbon micro-electrolysis pond (10) a water inlet pass through pipeline respectively and be also connected with H2SO4Pond (30), NaOH
Pond (31), H2O2Pond (32) is used for H2SO4、NaOH、H2O2It is separately added into the first pH conditioning tank (5), the 3rd pH conditioning tank
(14), iron-carbon micro-electrolysis pond (10), so that the sewage in the first pH conditioning tank (5) is adjusted to acid, the 3rd pH conditioning tank (14)
Interior sewage is adjusted to neutrality, the sewage in iron-carbon micro-electrolysis pond (10) is disinfected.
5. condensed oil sewage floor synthetic processing platform according to claim 1, it is characterised in that: in by-pass filtration pond (8)
It is under-filled to have quartz sand, top filled with anthracite, and quartz sand and anthracitic weight ratio are 1:1.
6. condensed oil sewage floor synthetic processing platform according to claim 1, it is characterised in that: by-pass filtration pond (8) and the
Second solenoid valve (37) are provided on pipeline between two three-dimensional electrochemical ponds (21).
7. condensed oil sewage floor synthetic processing platform according to claim 1, it is characterised in that: the first three-dimensional electrochemical pond
(13), it is provided with three-dimensional electrode reactor device in the second three-dimensional electrochemical pond (21), is dropped for controlling short circuit current and sewage
Solution.
8. according to claim 1 to 7 any condensed oil sewage floor synthetic processing platforms, it is characterised in that: A/O-MBR device
It (19) include the anaerobic pond (19A) for passing sequentially through pipeline connection, aerobic tank (19B), membrane biological reaction pond (19C), and anaerobic pond
The water inlet end of (19A) is connect with the water outlet of secondary filtration pond (18).
9. condensed oil sewage floor synthetic processing platform according to claim 8, it is characterised in that: integrated treatment platform further includes
Second high-pressure pump (33), discharge pond (34), the import of the second high-pressure pump (33) and a water outlet of membrane biological reaction pond (19C)
Connection, so that sewage after processing passes through in the second high-pressure pump (33) input discharge pond (34).
10. condensed oil sewage floor synthetic processing platform according to claim 8, it is characterised in that: integrated treatment platform also wraps
It includes a sludge-tank (35), and the input end of sludge-tank (35) passes through pipeline and sloping plate oil separation tank (20), dosing air-dissolving air-float respectively
Pond (3), electric flocculation flotation tank (4), the first inclined-plate clarifying basin (12), the second inclined-plate clarifying basin (15), iron-carbon micro-electrolysis pond (10),
Second three-dimensional electrochemical pond (21), anaerobic pond (19A), aerobic tank (19B), membrane biological reaction pond (19C) a sludge outlet
Connection, for transporting sludge to sludge-tank (35).
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113264630A (en) * | 2021-05-18 | 2021-08-17 | 长江大学 | Fracturing flow-back fluid purification treatment system |
WO2022082954A1 (en) * | 2020-10-21 | 2022-04-28 | 南京江岛环境科技研究院有限公司 | System and method for treating preparation wastewater by using multi-phase multi-dimensional electrolysis pretreatment process+a/o+mbr |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0748860A2 (en) * | 1995-06-14 | 1996-12-18 | Tonen Corporation | Demulsification by microorganisms |
CN105174657A (en) * | 2015-10-20 | 2015-12-23 | 波鹰(厦门)科技有限公司 | Treatment device and method for oil extraction wastewater |
CN105314796A (en) * | 2015-11-16 | 2016-02-10 | 克拉玛依市弘峰科技有限公司 | Oil field high-salinity and oil-bearing wastewater treatment technology |
CN206142964U (en) * | 2016-09-18 | 2017-05-03 | 广东智环创新环境科技有限公司 | Integration high concentration sewage advanced oxidation treatment equipment |
CN106854024A (en) * | 2017-03-02 | 2017-06-16 | 陕西实诺能源技术开发有限公司 | A kind of oil field, gas field fracturing outlet liquid processing system and processing method |
-
2018
- 2018-07-02 CN CN201810707684.7A patent/CN108975600B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0748860A2 (en) * | 1995-06-14 | 1996-12-18 | Tonen Corporation | Demulsification by microorganisms |
CN105174657A (en) * | 2015-10-20 | 2015-12-23 | 波鹰(厦门)科技有限公司 | Treatment device and method for oil extraction wastewater |
CN105314796A (en) * | 2015-11-16 | 2016-02-10 | 克拉玛依市弘峰科技有限公司 | Oil field high-salinity and oil-bearing wastewater treatment technology |
CN206142964U (en) * | 2016-09-18 | 2017-05-03 | 广东智环创新环境科技有限公司 | Integration high concentration sewage advanced oxidation treatment equipment |
CN106854024A (en) * | 2017-03-02 | 2017-06-16 | 陕西实诺能源技术开发有限公司 | A kind of oil field, gas field fracturing outlet liquid processing system and processing method |
Non-Patent Citations (1)
Title |
---|
肖丽光等: "A/O-MBR工艺处理油页岩干馏废水的试验研究", 《工业用水与废水》 * |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2022082954A1 (en) * | 2020-10-21 | 2022-04-28 | 南京江岛环境科技研究院有限公司 | System and method for treating preparation wastewater by using multi-phase multi-dimensional electrolysis pretreatment process+a/o+mbr |
CN113264630A (en) * | 2021-05-18 | 2021-08-17 | 长江大学 | Fracturing flow-back fluid purification treatment system |
CN113264630B (en) * | 2021-05-18 | 2022-06-24 | 长江大学 | Fracturing flow-back fluid purification treatment system |
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