CN201250159Y - Complete equipment used for treating dyeing light pollution waste water for reuse - Google Patents
Complete equipment used for treating dyeing light pollution waste water for reuse Download PDFInfo
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- CN201250159Y CN201250159Y CNU2008201223952U CN200820122395U CN201250159Y CN 201250159 Y CN201250159 Y CN 201250159Y CN U2008201223952 U CNU2008201223952 U CN U2008201223952U CN 200820122395 U CN200820122395 U CN 200820122395U CN 201250159 Y CN201250159 Y CN 201250159Y
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Abstract
The utility model discloses complete equipment used for treating dyeing light pollution waste water for reuse, belonging to the field of the manufacture technology of equipment used for dyeing waste water treatment. The complete equipment mainly comprises a workshop waste water collection pool (1), an automatic shunt pipeline (2), a sieve (3), a regulation pool (4) internally provided with a diving mixer (5) and a lift pump (6), a moving bed bioreactor (7), a sedimentation separation pool (10) with the bottom provided with a sludge discharge funnel (11), a middle pool (12), a secondary lift pump (15), a backwashing self-cleaning filter (16), a reuse pool (17), a reuse lift pump (18), an automatic reuse system (19), and the like which are sequentially connected; a drug adding pump (14) with a drug adding device (13) is also arranged between the secondary lift pump (15) and the backwashing self-cleaning filter (16). The utility model has reasonable design, compact whole structure, favorable treatment effect and energy conservation, can ensure stable water-quality index of reuse water after being treated to achieve the purpose of waste water reuse, and can satisfy the production requirements of an enterprise.
Description
Technical field
The utility model relates to a kind of complete plant for treating and recovering printing light polluted waste liquid, belongs to the manufacturing technology field of treatment of dyeing wastewater equipment for reclaiming.
Background technology
Dyeing is the rich and influential family in the industrial water drainage industry, and the waste water quantity of being discharged is big, organic pollutant content height, colourity is dark, alkalescence is big, biodegradability is relatively poor, belongs to one of unmanageable trade effluent.In recent years, development along with new chemical fiber, emulation silk, printing and dyeing finishing technique, refractory organics such as polyvinyl alcohol New-type adjuvant enter in the waste water in a large number, have increased difficulty to wastewater treatment, and the removal efficient of original biological treatment system is obviously reduced.Because the These characteristics of dyeing waste water not only makes wastewater treatment difficulty up to standard increase, processing cost increases, and has influence on the reuse of waste water.
People have done many explorations at the dyeing waste-water reuse technology in recent years, and dyeing waste-water degree of depth Treatment for Reuse assembled scheme mainly contains following several at present:
1, printing and dyeing and dyeing waste-water
Coagulation
Air supporting
Sand filtration
Charcoal absorption
Reuse.This scheme is the combination of materialization technology fully, can remove colloidalmaterial more targetedly, makes water outlet reach the reuse requirement, but weak point mainly is to adapt to the big characteristics of dyeing waste change of water quality.
2, waste water processing station water outlet
Biofiltration
Ozone decolorization
Double-layer filter material filters
Zeo-karb softens water outlet
Reuse.This scheme is the combination of comparatively typical various treatment processs, and weak point is that running cost is higher, is difficult in the area that has abundant water resources promote.
3, dyeing waste-water
Coagulating sedimentation
Internal circulating anaerobic
The absorption of HCR/ biologic active carbon filtration
Catalytic oxidation
Fibre-ball filtration
Reuse.This scheme is that the HCR method is combined with the biological activated carbon method, and the less and fibrous nodules of floor space has the advantages that filtration velocity is fast, effect is excellent, makes that waste water is stable to reach the reuse requirement.But this technology is compared with traditional printing dye water technology, still has the higher shortcoming of cost of investment and running cost, and can cause the accumulation of salinity after the long-time running and have influence on quality product.
4, secondary treatment yielding water
Electrochemical process is handled
Chemical flocculation
Ion-exchange
Reuse.Electrochemical process is that effluent quality is good in conjunction with chemical flocculation and ion exchange method to the advantage that dyeing waste water carries out advanced treatment, can be back to use in all technologies of dyeing, its weak point is that this technology is responsive to the pH value, in addition, in order to reduce iron concentration and specific conductivity, this scheme is bigger to the dependency of ion exchange resin, so the ion regeneration frequency raises inevitable.
5, dyeing waste water
Add acid for adjusting pH value
Iron carbon filters
Add the alkali neutralization
Intermittent activated sludge process (SBR)
Reuse.It is the waste iron filing of iron and carbon that iron carbon filtering system adopts main component, can be used as filler after pre-treatment and activation, and this technological advantage is the treatment of wastes with processes of wastes against one another, and is stable, and weak point is that the pH value must be regulated mensuration back and forth.
6, second pond water outlet
The one-level sand filtration
ClO
2Oxidation
Cascade filtration
Gac
Reuse.This technological operation is easy, and effect is better on color removal especially, but the cost height of this technology, and manufacturer must have the printing-dyeing waste water treatment process of certain scale, and the water inlet of this treatment process can qualified discharge, has certain limitation.
Summary of the invention
The purpose of this utility model provides a kind of reasonable in design, compact overall structure, and treatment effect is good, the complete plant for treating and recovering printing light polluted waste liquid of save energy.
The utility model is a complete plant for treating and recovering printing light polluted waste liquid, it is characterized in that comprising successively the wastewater collection pond, workshop that links to each other, shunt conduit automatically, in establish the equalizing tank of diving mixer and lift pump, moving-bed bioreactor, the precipitate and separate pond of bottom band mud-removing bucket, intermediate pool, second lift pump, backwashing self-cleaning filter, reuse pool, reuse lift pump, automatically reclaiming system; Be provided with packing layer in the described moving-bed bioreactor, the bottom is provided with the micro-hole aerator of pneumatic pump blower fan in addition, and the both sides, top are respectively equipped with water-in and porous effluent weir case; Described mud-removing bucket is connected with sludge thickener by sludge reflux pump; Be provided with filtered water tank in the described backwashing self-cleaning filter from top to bottom successively, siphon pipe, upper cover, the water inlet pipe of top band baffle plate, filter material layer, porous filter, bottom clear water zone, be provided with the exhalant region that is communicated with bottom clear water zone and filtered water tank respectively between filter material layer and the backwashing self-cleaning filter inwall, siphon pipe is connected with sludge thickener.
Described sludge thickener can link to each other with plate-and-frame filter press by spiral pump.
Also can be provided with screen cloth between described automatic shunt conduit and the equalizing tank, so that the dirty slag in the light polluted waste liquid is tackled.
Described mud-removing bucket also can be connected with the water-in of moving-bed bioreactor with pipeline by sludge reflux pump.
Also can be provided with the dosing pump of band chemicals dosing plant between described second lift pump and the backwashing self-cleaning filter, can carry out further agglomeration process in advance to the clean and dirt water that flows into backwashing self-cleaning filter by the adding of aluminium salt.Described second lift pump also can be connected with equalizing tank by pipeline, further the clean and dirt water after aluminium salt agglomeration process is carried out re-treatment.
Described reuse lift pump also can be by pipeline respectively with reuse pool or/and equalizing tank be connected, further clean and dirt water is carried out re-treatment.
The utility model compared with prior art has following outstanding advantage and positively effect:
1, waste water is undertaken shunting automatically by matter by automatic shunt conduit, the light polluted waste liquid that the workshop is discharged separates discharging with strong sewage waste water, divide Hour Minute Second to collect light polluted waste liquid automatically, other high-concentration sewages are collected separately, outer after treatment draining into cut dirty pipe network, enters sewage work's centralized collection and handles.
2, adopt moving-bed bioreactor.Low and the moderate characteristics of B/C value at light polluted waste liquid COD concentration, the moving-bed that is made of packing layer and micro-hole aerator is set in moving-bed bioreactor, filler in the packing layer is biomembranous support and carrier, make sewage under good oxygen condition, be adsorbed in the packing layer and the organic pollutant of the bio-degradable in the quick degraded light polluted waste liquid by microorganism; By micro-hole aerator oxygen is poured equably to packing layer simultaneously, make filler produce shearing, obstruct and adsorption, the residence time of bubble and gas-liquid contact area are increased, improved mass-transfer efficiency, saved the energy bubble.
3, adopt backwashing self-cleaning filter, because of desired standard point after the wastewater treatment is back to production.Therefore require the impurity of all graininess is all removed totally, according to the principle of technical maturity, less investment, backwashing self-cleaning filter matches with multimedium backwash filter and charcoal absorption.Filtrate in the filter material layer adopts quartz sand, hard coal and biological particles gac, with further decolouring and removal absorption suspended particle thing.Guarantee stable effluent quality, reach and handle waste water recycling in the requirement of preceding end production process.
4, in equalizing tank, adopt diving mixer, can effectively the sewage that enters in the equalizing tank fully be stirred,, guarantee the high processing capacity of road, back treatment process and prevent the water quality acidifying to regulate the price reduction organism.Adopt the big pollutent of screen cloth interception in addition, can further avoid the lift pump in the equalizing tank to stop up.
5, adopt the physicochemical techniques that adds behind the bio-chemical effluent, with the unnecessary active pollutant of biology, in the precipitate and separate pond, pass through precipitate and separate, be back to once more after sludge settling is concentrated and carry out combination treatment in the moving-bed bioreactor, can further improve biochemical activity and treatment effect.
6, automatically reclaiming, do not influencing quality product, do not increase production cost and reduce on the basis of running cost as far as possible, on the basis of analyzing each workshop section's water water quality requirement, study and define the timesharing of segmentation branch matter and use the prioritization scheme of reuse water, design weaves into that sludge reflux pump is connected with the water inlet pipe of moving-bed bioreactor, the second lift pump is connected with equalizing tank, the reuse lift pump respectively with reuse pool or/and the reuse water treatment system water outlet automatic control equipment system that equalizing tank is connected is back in the production of each operation processing clean and dirt water up to standard.
7, adopt sludge treating system of the prior art, because the water yield is relatively large, the mud generation is quite a few.Employing mud gravity in sludge thickener concentrates and to add the sheet frame pressure filter and handle the mud that is produced, and secondary pollution is stopped in comprehensive utilization.
The utility model requires the difference of water quality according to each operation of dyeing and the different quality characteristics of each operation waste discharge, adopt the automatic dividing technology of waste water, decolouring in conjunction with moving-bed bioreactor and backwashing self-cleaning filter, oxidation, technologies such as efficient purification backwashing self-cleaning filtration, waste water is carried out the integrated technology of advanced treatment and reuse and realize that waste water is by the COD in matter shunting and the removal waste water, BOD, SS, colourity, pollutents such as turbidity, quality of reused water index after guaranteeing to handle is stable, reach the purpose of waste water recycling, can satisfy enterprise's production requirement.The mud that purification is produced is after plate-and-frame filter press is handled, and dewatered sludge fully utilizes.The utility model is through actual motion, COD≤100mg/L, turbidity≤5 degree, suspended substance≤20mg/L, PH:7-7.5, colourity≤15 times after treatment.Can be back in the operations such as pre-treatment, dyeing, rinse water after the processing.The reuse water yield can reach more than 95%.Conserve water resource and raw material have effectively alleviated the pollution of dyeing waste water to environment, meet the requirement of recycling economy and cleaner production policy, and help reducing existing water withdrawal.Energy-saving and emission-reduction are protected national resource, for improvement of the ecological environment provides powerful guarantee.
Description of drawings
Fig. 1 is an one-piece construction synoptic diagram of the present utility model;
Fig. 2 is the structure for amplifying sectional view of backwashing self-cleaning filter described in the utility model;
Fig. 3 is the structure for amplifying vertical view of backwashing self-cleaning filter described in the utility model;
Fig. 4 is the structure for amplifying sectional view of moving-bed bioreactor described in the utility model.
Among the figure, 1 is the wastewater collection pond, and 2 is automatic shunt conduit, and 3 is screen cloth, 4 is equalizing tank, and 5 is diving mixer, and 6 is lift pump, and 7 is moving-bed bioreactor, 8 is micro-hole aerator, and 9 is the pneumatic pump blower fan, and 10 is the precipitate and separate pond, 11 is mud-removing bucket, and 12 is intermediate pool, and 13 is chemicals dosing plant, 14 is dosing pump, and 15 is the second lift pump, and 16 is backwashing self-cleaning filter, 17 is reuse pool, and 18 are the reuse lift pump, and 19 is the automatically reclaiming system, 20 is sludge thickener, and 21 is spiral pump, and 22 is plate-and-frame filter press, 23 is sludge reflux pump, and 24 is the outer shipping unit of dried mud, and 25 is filtered water tank, 26 is siphon pipe, and 27 is filter material layer, and 28 is the porous filter, 29 is drain, and 30 is water inlet pipe, and 31 is baffle plate, 32 is upper cover, and 33 is service hatch, and 34 is the bottom clear water zone, 35 is exhalant region, and 36 is packing layer, and 37 is porous effluent weir case, 38 are the interception net, and 39 is aeration tube, and 40 is water-in, 41 are the dissolved oxygen determination mouth, and 42 are water level control mensuration mouth, and 43 is mud discharging mouth.
Embodiment
The utility model is mainly by the wastewater collection pond, workshop 1 that links to each other successively, automatically shunt conduit 2, screen cloth 3, in establish the equalizing tank 4 of diving mixer 5 and lift pump 6, moving-bed bioreactor 7, the precipitate and separate pond 10 of bottom band mud-removing bucket 11, intermediate pool 12, second lift pump 15, backwashing self-cleaning filter 16, reuse pool 17, reuse lift pump 18, automatically reclaiming system 19 formations such as grade.Also be provided with the dosing pump 14 of band chemicals dosing plant 13 between second lift pump 15 and the backwashing self-cleaning filter 16.
Be provided with packing layer 36 in the moving-bed bioreactor 7, top is provided with water-in 40 and porous effluent weir case 37, the bottom is provided with micro-hole aerator 8 and is used for mud discharging mouth 43 emergent or maintenance, be coated with interception net 38 on the packing layer 36, to stop the excessive of filler, micro-hole aerator 8 passes through aeration tube 39 and links to each other with the pneumatic pump blower fan 9 of peripheral hardware, is provided with the dissolved oxygen (DO) that is used for The real time measure in the packing layer 36 and measures mouth 41 and water level control (LIC) mensuration mouth 42.
Mud-removing bucket 11 is connected with sludge thickener 20 by sludge reflux pump 23, and sludge thickener 20 links to each other with plate-and-frame filter press 22 by spiral pump 21.
Be provided with filtered water tank 25 in the backwashing self-cleaning filter 16 from top to bottom successively, siphon pipe 26, upper cover 32, the water inlet pipe 30 of top band baffle plate 31, filter material layer 27, porous filter 28, bottom clear water zone 34, be provided with the exhalant region 35 that is communicated with bottom clear water zone 34 and filtered water tank 25 respectively between filter material layer 27 and backwashing self-cleaning filter 16 inwalls, siphon pipe 26 is connected with sludge thickener 20.The drain 29 of backwashing self-cleaning filter 16 bottoms is used to overhaul the discharging when meeting an urgent need, and lateral service hatch 33 is used for maintenance and changes filtrate.
Operation of the present utility model and Workshop Production are carried out synchronously, and the concrete operations step is as follows:
1, by time shunting collection automatically, factory effluent is in the workshop flows into wastewater collection pond 1 to sewage by matter, and light polluted waste liquid flow in the equalizing tank 4 voluntarily by automatic shunt conduit 2, and adopts screen cloth 3 interceptions to separate big dirty slags such as suspended substance.
2, in equalizing tank 4, adopt diving mixer 5, light polluted waste liquids in the equalizing tank 4 are fully stirred prevent that the water quality acidifying is rotten, by lift pump 6, light polluted waste liquid is entered in the moving-bed bioreactor 7 by water-in 40, with pneumatic pump blower fan 9 oxygen is charged into to the micro-hole aerator 8 of moving-bed bioreactor 7 bottoms by aeration tube 39, oxygen is poured equably to packing layer 36, make sewage organism by bio-degradable in absorption of the microorganism in the packing layer 36 and the quick price reduction light polluted waste liquid under good oxygen condition, make the COD in the waste water, BOD, SS, colourity, pollutents such as turbidity are reduced to the reuse water quality requirement, through dissolved oxygen (DO) measure mouthfuls 41 and water level control (LIC) measure and enter subsequent processing after mouthful 42 The real time measure meet the requirements, the reuse water-quality guideline after guaranteeing to handle is stable to reach the reuse requirement.
3, the water quality after moving-bed bioreactor 7 purifies flow to precipitate and separate pond 10 certainly by porous effluent weir case 37, water quality is separated with mud, clean and dirt water flow to intermediate pool 12, sedimentation mud enters mud-removing bucket 11, and be back to moving-bed bioreactor 7 by sludge reflux pump 23, the microorganism in mud and the moving-bed bioreactor 7 is carried out thorough mixing treatment effect is improved.Mud after further handling enters mud-removing bucket 11 and enters sludge thickener 20 by sludge reflux pump 23.
4, advanced treatment adopts backwashing self-cleaning filter 16 further to remove the impurity of graininess, the water of intermediate pool 12 enters backwashing self-cleaning filter 16 through fast lifting pump 15 by water inlet pipe 30, adsorb through the bed filtration decolouring by filter material layer 27, the filtrate of filter material layer adopts quartz sand, hard coal, gac, also has the effect of decolouring except that filtering.Wherein pressure to one regularly, filter material layer 27 is automatically with the mud recoil, clean and dirt water through porous filter 28 filters after to bottom clear water zone 34, steadily oneself flow to reuse pools 17 through filtered water tank 25 by exhalant region 35 again.When the sludge blanket of recoil is to certain thickness automatically on the filter material layer 27, siphon pipe 26 is discharged sludge blanket automatically, backwashing self-cleaning filter 16 can be moved continuously guarantee that water outlet is limpid, the filter material layer 27 long-term clean state that keep, guarantee treatment effect, improve the effluent reuse rate, the mud that siphon pipe 26 is discharged is to sludge thickener 20, handle comprehensive utilization with plate-and-frame filter press 22.
5, clean and dirt water flows into reuse pool 17, enters automatically reclaiming system 19 by lift pump 18, in producing to each operation of workshop.
6, because the water yield is relatively large, and sludge quantity is quite a few, adopt mud gravity to concentrate to add sheet frame pressure filter 22 and handle the mud that is produced, enter the outer shipping unit 24 of dried mud, wait for outward transport brickmaking and comprehensive utilization, stop secondary pollution.
7, divide the matter timesharing to use the prioritization scheme of reuse water according to segmentation, sludge reflux pump 23 and the reuse water treatment system water outlet automatic control equipment system that the water inlet pipe 40 of moving-bed bioreactor 7 is connected, second lift pump 15 is connected with equalizing tank 4, reuse lift pump 18 is connected with reuse pool 17 or/and equalizing tank 4 are respectively weaved in design, and processing clean and dirt water up to standard is back in the production of each operation in specific place and time.
Claims (7)
1, a kind of complete plant for treating and recovering printing light polluted waste liquid, it is characterized in that comprising successively the wastewater collection pond, workshop (1) that links to each other, shunt conduit (2) automatically, in establish the equalizing tank (4) of diving mixer (5) and lift pump (6), moving-bed bioreactor (7), the precipitate and separate pond (10) of bottom band mud-removing bucket (11), intermediate pool (12), second lift pump (15), backwashing self-cleaning filter (16), reuse pool (17), reuse lift pump (18), automatically reclaiming system (19); Be provided with packing layer (36) in the described moving-bed bioreactor (7), the bottom is provided with the micro-hole aerator (8) of pneumatic pump blower fan (9) in addition, and the both sides, top are respectively equipped with water-in (40) and porous effluent weir case (37); Described mud-removing bucket (11) is connected with sludge thickener (20) by sludge reflux pump (23); Be provided with filtered water tank (25) in the described backwashing self-cleaning filter (16) from top to bottom successively, siphon pipe (26), upper cover (32), the water inlet pipe (30) of top band baffle plate (31), filter material layer (27), porous filter (28), bottom clear water zone (34), be provided with the exhalant region (35) that is communicated with bottom clear water zone (34) and filtered water tank (25) respectively between filter material layer (27) and backwashing self-cleaning filter (16) inwall, siphon pipe (26) is connected with sludge thickener (20).
2,, it is characterized in that described sludge thickener (20) links to each other with plate-and-frame filter press (22) by spiral pump (21) by the described complete plant for treating and recovering printing light polluted waste liquid of claim 1.
3, by the described complete plant for treating and recovering printing light polluted waste liquid of claim 1, it is characterized in that also being provided with screen cloth (3) between described automatic shunt conduit (2) and the equalizing tank (4).
4, by the described complete plant for treating and recovering printing light polluted waste liquid of claim 1, it is characterized in that described mud-removing bucket (11) also is connected with the water-in (40) of moving-bed bioreactor (7) with pipeline by sludge reflux pump (23).
5,, it is characterized in that also being provided with between described second lift pump (15) and the backwashing self-cleaning filter (16) dosing pump (14) of band chemicals dosing plant (13) by the described complete plant for treating and recovering printing light polluted waste liquid of claim 1.
6, by claim 1 or 5 described complete plant for treating and recovering printing light polluted waste liquid, it is characterized in that described second lift pump (15) also is connected with equalizing tank (4) by pipeline.
7, by the described complete plant for treating and recovering printing light polluted waste liquid of claim 1, it is characterized in that described reuse lift pump (18) also is connected with reuse pool (17) or/and equalizing tank (4) respectively by pipeline.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201223952U CN201250159Y (en) | 2008-07-29 | 2008-07-29 | Complete equipment used for treating dyeing light pollution waste water for reuse |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201223952U CN201250159Y (en) | 2008-07-29 | 2008-07-29 | Complete equipment used for treating dyeing light pollution waste water for reuse |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201250159Y true CN201250159Y (en) | 2009-06-03 |
Family
ID=40745831
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008201223952U Expired - Lifetime CN201250159Y (en) | 2008-07-29 | 2008-07-29 | Complete equipment used for treating dyeing light pollution waste water for reuse |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201250159Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102826651A (en) * | 2012-09-25 | 2012-12-19 | 重庆三峰环境产业集团有限公司 | Pretreatment anaerobic biochemical regulation device |
| CN105712530A (en) * | 2016-01-31 | 2016-06-29 | 周紫阳 | Printing and dyeing wastewater impurity intercepting device |
| CN111253011A (en) * | 2020-02-28 | 2020-06-09 | 浙江中纺控股集团有限公司 | System and method for recycling and treating dyeing reclaimed water |
-
2008
- 2008-07-29 CN CNU2008201223952U patent/CN201250159Y/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102826651A (en) * | 2012-09-25 | 2012-12-19 | 重庆三峰环境产业集团有限公司 | Pretreatment anaerobic biochemical regulation device |
| CN105712530A (en) * | 2016-01-31 | 2016-06-29 | 周紫阳 | Printing and dyeing wastewater impurity intercepting device |
| CN105712530B (en) * | 2016-01-31 | 2018-12-21 | 闳诚科技有限公司 | A kind of dyeing waste water sundry intercepting device |
| CN111253011A (en) * | 2020-02-28 | 2020-06-09 | 浙江中纺控股集团有限公司 | System and method for recycling and treating dyeing reclaimed water |
| CN111253011B (en) * | 2020-02-28 | 2022-02-11 | 浙江中纺控股集团有限公司 | System and method for recycling and treating dyeing reclaimed water |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20090603 Effective date of abandoning: 20080729 |