CN205933395U - Biological fungus aeration sewage treatment system of environmental protection integration - Google Patents
Biological fungus aeration sewage treatment system of environmental protection integration Download PDFInfo
- Publication number
- CN205933395U CN205933395U CN201620862826.3U CN201620862826U CN205933395U CN 205933395 U CN205933395 U CN 205933395U CN 201620862826 U CN201620862826 U CN 201620862826U CN 205933395 U CN205933395 U CN 205933395U
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- Prior art keywords
- pond
- pipeline
- outlet
- aerobic pond
- good oxygen
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- 239000010865 sewage Substances 0.000 title claims abstract description 37
- 238000005273 aeration Methods 0.000 title claims abstract description 35
- 238000011282 treatment Methods 0.000 title abstract description 5
- 230000007613 environmental effect Effects 0.000 title abstract description 3
- 241000233866 Fungi Species 0.000 title abstract 4
- 230000010354 integration Effects 0.000 title abstract 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 59
- 241000894006 Bacteria Species 0.000 claims description 35
- 239000002351 wastewater Substances 0.000 claims description 23
- 238000012545 processing Methods 0.000 claims description 22
- 238000001914 filtration Methods 0.000 claims description 8
- 239000000945 filler Substances 0.000 claims description 7
- 238000005406 washing Methods 0.000 claims description 4
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 abstract description 11
- 239000001301 oxygen Substances 0.000 abstract description 11
- 229910052760 oxygen Inorganic materials 0.000 abstract description 11
- 239000010802 sludge Substances 0.000 abstract description 5
- 230000008878 coupling Effects 0.000 abstract 1
- 238000010168 coupling process Methods 0.000 abstract 1
- 238000005859 coupling reaction Methods 0.000 abstract 1
- 238000009434 installation Methods 0.000 abstract 1
- 238000005201 scrubbing Methods 0.000 abstract 1
- 239000000126 substance Substances 0.000 description 6
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 230000008569 process Effects 0.000 description 5
- 238000004659 sterilization and disinfection Methods 0.000 description 3
- GWEVSGVZZGPLCZ-UHFFFAOYSA-N Titan oxide Chemical compound O=[Ti]=O GWEVSGVZZGPLCZ-UHFFFAOYSA-N 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 238000005202 decontamination Methods 0.000 description 2
- 230000003588 decontaminative effect Effects 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 238000006213 oxygenation reaction Methods 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 239000010421 standard material Substances 0.000 description 2
- 230000001954 sterilising effect Effects 0.000 description 2
- 241000193830 Bacillus <bacterium> Species 0.000 description 1
- ZAMOUSCENKQFHK-UHFFFAOYSA-N Chlorine atom Chemical compound [Cl] ZAMOUSCENKQFHK-UHFFFAOYSA-N 0.000 description 1
- 102000003886 Glycoproteins Human genes 0.000 description 1
- 108090000288 Glycoproteins Proteins 0.000 description 1
- VMHLLURERBWHNL-UHFFFAOYSA-M Sodium acetate Chemical compound [Na+].CC([O-])=O VMHLLURERBWHNL-UHFFFAOYSA-M 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 239000001913 cellulose Substances 0.000 description 1
- 229920002678 cellulose Polymers 0.000 description 1
- 239000000460 chlorine Substances 0.000 description 1
- 229910052801 chlorine Inorganic materials 0.000 description 1
- 239000000084 colloidal system Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 239000005446 dissolved organic matter Substances 0.000 description 1
- 238000004043 dyeing Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003311 flocculating effect Effects 0.000 description 1
- 235000013305 food Nutrition 0.000 description 1
- 150000004676 glycans Chemical class 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 239000010842 industrial wastewater Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002207 metabolite Substances 0.000 description 1
- 230000000813 microbial effect Effects 0.000 description 1
- 230000002906 microbiologic effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006396 nitration reaction Methods 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 230000020477 pH reduction Effects 0.000 description 1
- 229920001282 polysaccharide Polymers 0.000 description 1
- 239000005017 polysaccharide Substances 0.000 description 1
- 238000007639 printing Methods 0.000 description 1
- 102000004169 proteins and genes Human genes 0.000 description 1
- 108090000623 proteins and genes Proteins 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 150000004666 short chain fatty acids Chemical class 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 239000006228 supernatant Substances 0.000 description 1
- 230000026676 system process Effects 0.000 description 1
- 239000004408 titanium dioxide Substances 0.000 description 1
- 238000012549 training Methods 0.000 description 1
- 231100000611 venom Toxicity 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
Landscapes
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The utility model belongs to the technical field of sewage treatment, the purpose provides efficient, effectual, the applied extensive biological fungus aeration sewage treatment system of environmental protection integration of scrubbing, including the anaerobism pond, first good oxygen pond, the good oxygen pond of second, two heavy ponds, the sludge impoundment, the clean water basin, a filte, anaerobism pond lateral wall upper portion position sets up the sewage inlet tube, anaerobism pond top sets up biological fungus and puts in the mouth, the anaerobism pond is through first pipeline and first good oxygen pond intercommunication, first good oxygen pond is through second pipeline and the good oxygen pond of second intercommunication, it is first, the good oxygen pond top of second sets up the fungus respectively and puts in the mouth, it is first, the good oxygen pond inner bottom of second partially do not sets up the aeration pipe, fan management way and aeration union coupling, the good oxygen pond of second is through third pipeline and two heavy pond intercommunications, charge device management way and two heavy pond intercommunications, the two upper portion positions that sink the pond set up the outlet, outlet and clean water basin intercommunication, installation elevator pump in the clean water basin, elevator pump management way is connected with the filter, two sink bottom of the pool portion through mud pipe and sludge impoundment intercommunication.
Description
Technical field
This utility model belongs to technical field of sewage, more particularly to a kind of environment protection biological bacteria aeration waste water
Processing system.
Background technology
Integrated sewage disposal is a kind of widely used in the market sewage disposal device, and it is widely used in
Food, the organic industry sewage of the industry such as butchering, brewage, printing and dyeing and residential building cell, villa, market, hotel, office building etc.
The sanitary sewage disposal in place.
But common integrated sewage treating apparatus are only using traditional handling process on market, overall decontamination efficiency
Ratio is relatively limited, is only applicable to the relatively simple sanitary sewage disposal of sewage quality, for the work that water quality is poor, composition is complex
Industry waste water does not have adaptability.
Utility model content
The technical problems to be solved in the utility model is to provide that a kind of decontamination efficiency high, effect be good, widely used environmental protection
Integral biological bacterium aeration waste water processing system.
For solving above-mentioned technical problem, this utility model adopts the following technical scheme that:
A kind of environment protection biological bacteria aeration waste water processing system, including anaerobic pond, the first Aerobic Pond, second aerobic
Pond, second pond, clear water reserviors, sludge-tank, filter, anaerobic pond side wall upper part position arranges sewage water inlet pipe, and anaerobic pond top sets
Put biological bacteria dispensing port, anaerobic pond is connected with the first Aerobic Pond through the first pipeline, the first Aerobic Pond through the second pipeline with second best
Oxygen pond connects, and the top of first, second Aerobic Pond is respectively provided with bacterium dispensing port, and first, second Aerobic Pond inner bottom part is respectively provided with
Aeration tube, air compressor is connected with aeration tube by the road, and the second Aerobic Pond is connected with second pond through the 3rd pipeline, chemicals dosing plant
Connect with second pond by the road, the upper position setting discharge outlet of second pond, discharge outlet is connected with clear water reserviors, installs in clear water reserviors
Elevator pump, elevator pump is connected with filter by the road, and second pond bottom is connected with sludge-tank through discharge pipeline.
This utility model environment protection biological bacteria aeration waste water processing system, further, described anaerobic pond, first,
Stereo biological elastic filler is filled respectively in second Aerobic Pond.
This utility model environment protection biological bacteria aeration waste water processing system, further, the top of described filter
Setting water inlet, bottom arranges outlet, and elevator pump is respectively through filter influent valve, backwash water intaking valve and water inlet, outlet even
Logical, water inlet connects with blowoff line through backwash outlet valve, and outlet is connected with blowoff line through just washing blowoff valve, outlet and
Supply channel connects, cascade filtration outlet valve on supply channel.
This utility model environment protection biological bacteria aeration waste water processing system, further, described sewage water inlet pipe
Anaerobic pond inner bottom part position is stretched in water side.
This utility model environment protection biological bacteria aeration waste water processing system, further, the going out of described first pipeline
Water end (W.E.) stretches into the first Aerobic Pond inner bottom part position, and the second Aerobic Pond inner bottom part position is stretched in the water side of the second pipeline.
This utility model environment protection biological bacteria aeration waste water processing system, further, described second pond is inclined tube
Sedimentation tank.
This utility model environment protection biological bacteria aeration waste water processing system, at anaerobism plus two grades of aerobic biochemicals
Reason, biological bacteria aeration, filtration, sterilization process route, stable, effectively improve the biochemical property of sewage, there is good going
Except the Organic substance in sewage and preferable denitrification functions, improve the clearance of the exceed standard materials such as COD, ammonia nitrogen, to meet discharge mark
Accurate requirement;Anaerobic pond, first, second filling stereo biological elastic filler in Aerobic Pond, have that biofilm is fast, demoulding easily, raw
It is excellent that the growth of thing film updates that good, resistance to overload shock ability height, COD, BOD clearance height, high treating effect, oxygenation capacity are good etc.
Point, adapts to the change of water quality, the water yield, reduces secondary pollution, improves system reliability, stability.
Below in conjunction with the accompanying drawings environment protection biological bacteria aeration waste water processing system of the present utility model is made furtherly
Bright.
Brief description
Fig. 1 is the front view of this utility model environment protection biological bacteria aeration waste water processing system;
Fig. 2 is the top view of this utility model environment protection biological bacteria aeration waste water processing system.
Specific embodiment
As shown in Figure 1 and Figure 2, this utility model environment protection biological bacteria aeration waste water processing system include anaerobic pond 1,
First Aerobic Pond 2, the second Aerobic Pond 3, second pond 4, clear water reserviors 5, filter 6, anaerobic pond 1 side wall upper part position setting sewage enters
Water pipe 11, anaerobic pond 1 inner bottom part position is stretched in the water side of sewage water inlet pipe 11, and anaerobic pond 1 top arranges biological bacteria dispensing port
12.Anaerobic pond 1 is connected with the first Aerobic Pond 2 through the first pipeline, and the first Aerobic Pond 2 inner bottom part is stretched in the water side of the first pipeline 21
Position.First Aerobic Pond 2 is connected with the second Aerobic Pond 3 through the second pipeline 22, and it is aerobic that the water side of the second pipeline 22 stretches into second
Pond 3 inner bottom part position.The top of first, second Aerobic Pond 2,3 is respectively provided with bacterium dispensing port 23.Anaerobic pond 1, first, second is good
Stereo biological elastic filler 24 is filled respectively in oxygen pond 2,3.First, second Aerobic Pond 2,3 inner bottom parts are respectively provided with aeration tube 25,
Blower fan 7 is connected with aeration tube 25 by the road.Second Aerobic Pond 3 is connected with second pond 4 through the 3rd pipeline 31, and chemicals dosing plant 8 is through pipe
Road is connected with second pond 4.Second pond 4 adopts tube settler.The upper position setting discharge outlet 41 of second pond 4, discharge outlet 41
Connect with clear water reserviors 5.Second pond 4 bottom is connected with sludge-tank 70 through discharge pipeline 71, and second pond 4 base sludge passes through siphonage
Enter sludge-tank 70 through discharge pipeline 71, through being transported outward by mud pumping after a period of time.In clear water reserviors 5, elevator pump 51 is installed,
Elevator pump 51 is connected with filter 6 by the road.
The top setting water inlet 61 of filter 6, bottom arranges outlet 62, and elevator pump 51 is respectively through filter influent valve
63rd, backwash water intaking valve 64 is connected with water inlet 61, outlet 62, and water inlet 61 is through backwash outlet valve 65 with blowoff line 67 even
Logical, outlet 62 is connected with blowoff line 67 through just washing blowoff valve 66, and outlet 62 is connected with supply channel 68, supply channel 68
Upper cascade filtration outlet valve 69.
Filter divides three kinds of working conditions:
(1) filter:Open filtered water inlet valve 63, filter outlet valve 69, close other valves, sewage is through filtered water inlet valve 63
Enter filter 6, flow out from outlet and discharge through supply channel 68.
(2) just wash:Open filtered water inlet valve 63, just washing blowoff valve 66, close other valves, rinse water is through filtered water inlet valve
63 entrance filters 6, flow out from outlet and discharge through blowoff line 67.
(3) backwash:Open backwash water intaking valve 64, backwash outlet valve 65, close other valves, rinse water is through backwash water intaking valve
64 entrance filters 6, flow out from water inlet and discharge through blowoff line 67.
It is as follows that this utility model environment protection biological bacteria aeration waste water processing system processes sewage process:
Sewage initially enters anaerobic pond 1, and the stereo biological elastic filler by the use of in pond, as bacteria carrier, carries out acidification hydrolization
And nitration denitrification, by anaerobe, dissolved organic matter difficult in sewage is converted into resolvability Organic substance, macromole is had
Machine thing is hydrolyzed into small organic molecule, reduces organic concentration, removes part ammonia nitrogen;Then flow into the first Aerobic Pond 2 to carry out
Aerobic biochemical reacts, under higher organic loading, by being attached to a large amount of different generas in stereo biological elastic filler
Biochemical degradation under the common participation of microbiologic population and adsorption, remove the various organic substances in sewage, make in sewage
Content of organics is greatly lowered;Then sewage flows into the second Aerobic Pond 3, in the case that organic loading is relatively low, by biology
The effect of bacterium, the ammonia nitrogen in degraded sewage under conditions of oxygen amount abundance, so that the COD value in sewage is reduced to lower simultaneously
Level, makes sewage be purified.Most organic pollutions pass through biological oxidation, absorption in first, second Aerobic Pond 2,3
Degraded.Sewage disposal special bio bacterium, and the aeration tube with reference at the bottom of pond is added respectively in first, second Aerobic Pond 2,3, dirty
Water process special bio bacterium mainly by microbial composite bacteria training culture after metabolite, short-chain fatty acid SCFA, glycoprotein,
Polysaccharide, protein cellulose and DNA make flocculant, and multiple high-efficient purification bacillus combine, and improve mud biochemical
Energy and flocculating effect, maintain the settling ratio of mud effectively, prevent strain to run off, and improve COD, ammonia nitrogen, venomous injurant simultaneously
Matter clearance, had both shortened starting time, the stability improving system and the resistance to impact of system, had simultaneously effective ensured system
Stable operation.Water outlet afterwards carries out solid-liquid separation from flowing to second pond 4, shells in removal anaerobic pond 1, first, second Aerobic Pond 2,3
The biomembrane falling and suspended sludge, make sewage really purify.Second pond 4 supernatant flows into clear water reserviors 5, finally boosted pump
The 51 entrance further filtration treatment of filter 6, remove the materials such as silt, float, colloid, the water after filtration adds titanium dioxide again
Chlorine disinfection, final reuse or qualified discharge.In second pond 4, excess sludge periodically carries out suction outward transport.
This utility model environment protection biological bacteria aeration waste water processing system compared with prior art, has following beneficial
Effect:Using anaerobism plus two grades of aerobic treatments, biological bacteria aeration, filtration, sterilization process routes, stable, effectively carry
The biochemical property of high sewage, has the good Organic substance and the preferable denitrification functions that remove in sewage, improves COD, ammonia nitrogen etc.
The clearance of exceed standard material, to meet the requirement of discharge standard;Filling stereo biological bullet in anaerobic pond, first, second Aerobic Pond
Property filler, have that biofilm is fast, demoulding easily, biofilm development update good, resistance to overload shock ability height, COD, BOD clearance
The advantages of height, high treating effect, oxygenation capacity are good, adapts to the change of water quality, the water yield, reduces secondary pollution, improves and is
System reliability, stability.This utility model is applicable not only to the relatively simple sanitary sewage disposal of sewage quality, for water quality relatively
The complex Industrial Wastewater Treatment effect of difference, composition is it is also obvious that application is extremely extensive.
Embodiment described above is only preferred implementation of the present utility model to be described, not to this practicality
New scope is defined, and on the premise of without departing from this utility model design spirit, those of ordinary skill in the art are to this
Various modifications and improvement that the technical scheme of utility model is made, all should fall into the protection of this utility model claims determination
In the range of.
Claims (6)
1. a kind of environment protection biological bacteria aeration waste water processing system it is characterised in that:Including anaerobic pond, the first Aerobic Pond,
Second Aerobic Pond, second pond, sludge-tank, clear water reserviors, filter, anaerobic pond side wall upper part position arranges sewage water inlet pipe, anaerobism
Pond top arranges biological bacteria dispensing port, and anaerobic pond is connected with the first Aerobic Pond through the first pipeline, and the first Aerobic Pond is through the second pipeline
Connect with the second Aerobic Pond, the top of first, second Aerobic Pond is respectively provided with bacterium dispensing port, first, second Aerobic Pond inner bottom part
It is respectively provided with aeration tube, blower fan is connected with aeration tube by the road, the second Aerobic Pond is connected with second pond through the 3rd pipeline, dosing fills
Put and connect with second pond by the road, the upper position setting discharge outlet of second pond, discharge outlet is connected with clear water reserviors, peace in clear water reserviors
Dress elevator pump, elevator pump is connected with filter by the road, and second pond bottom is connected with sludge-tank through discharge pipeline.
2. environment protection biological bacteria aeration waste water processing system according to claim 1 it is characterised in that:Described anaerobism
Stereo biological elastic filler is filled respectively in pond, first, second Aerobic Pond.
3. environment protection biological bacteria aeration waste water processing system according to claim 1 it is characterised in that:Described filtration
The top setting water inlet of device, bottom arranges outlet, and sewage passes through elevator pump through filtered water inlet valve, backwash water intaking valve and water inlet
Mouth, outlet connection, water inlet is connected with blowoff line through backwash outlet valve, and outlet is through just washing blowoff valve with blowoff line even
Logical, outlet is connected with supply channel, cascade filtration outlet valve on supply channel.
4. environment protection biological bacteria aeration waste water processing system according to claim 1 it is characterised in that:Described sewage
Anaerobic pond inner bottom part position is stretched in the water side of water inlet pipe.
5. environment protection biological bacteria aeration waste water processing system according to claim 1 it is characterised in that:Described first
The first Aerobic Pond inner bottom part position is stretched in the water side of pipeline, and the second Aerobic Pond inner bottom position is stretched in the water side of the second pipeline
Put.
6. environment protection biological bacteria aeration waste water processing system according to claim 1 it is characterised in that:Described two sink
Pond is tube settler.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201620862826.3U CN205933395U (en) | 2016-08-11 | 2016-08-11 | Biological fungus aeration sewage treatment system of environmental protection integration |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201620862826.3U CN205933395U (en) | 2016-08-11 | 2016-08-11 | Biological fungus aeration sewage treatment system of environmental protection integration |
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Publication Number | Publication Date |
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CN205933395U true CN205933395U (en) | 2017-02-08 |
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CN201620862826.3U Expired - Fee Related CN205933395U (en) | 2016-08-11 | 2016-08-11 | Biological fungus aeration sewage treatment system of environmental protection integration |
Country Status (1)
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CN (1) | CN205933395U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109502926A (en) * | 2019-01-02 | 2019-03-22 | 云南正辰环境科技有限公司 | A kind of processing method of high ammonia nitrogen agricultural effluent |
-
2016
- 2016-08-11 CN CN201620862826.3U patent/CN205933395U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109502926A (en) * | 2019-01-02 | 2019-03-22 | 云南正辰环境科技有限公司 | A kind of processing method of high ammonia nitrogen agricultural effluent |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
TR01 | Transfer of patent right |
Effective date of registration: 20170327 Address after: 064105 Hebei province Tangshan City Yutian County town of Hongqiao Jialong Logistics Park Patentee after: TANGSHAN JUNCHI WATERWORKS ENGINEERING Co.,Ltd. Address before: 064100 Hongqiao, Hebei, Yutian Town, Tangshan City Patentee before: Zhang Xiaoqiang Patentee before: Wang Boqing |
|
TR01 | Transfer of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170208 |
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CF01 | Termination of patent right due to non-payment of annual fee |