CN209481417U - A kind of culturing wastewater processing system - Google Patents
A kind of culturing wastewater processing system Download PDFInfo
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- CN209481417U CN209481417U CN201822104892.6U CN201822104892U CN209481417U CN 209481417 U CN209481417 U CN 209481417U CN 201822104892 U CN201822104892 U CN 201822104892U CN 209481417 U CN209481417 U CN 209481417U
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- 239000002351 wastewater Substances 0.000 title claims abstract description 42
- 238000012258 culturing Methods 0.000 title claims abstract description 29
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 74
- 239000007788 liquid Substances 0.000 claims abstract description 35
- 239000010802 sludge Substances 0.000 claims abstract description 34
- 238000000926 separation method Methods 0.000 claims abstract description 12
- 238000009395 breeding Methods 0.000 claims abstract description 11
- 230000001488 breeding effect Effects 0.000 claims abstract description 11
- 230000005484 gravity Effects 0.000 claims abstract description 10
- 238000004062 sedimentation Methods 0.000 claims abstract description 5
- 239000002699 waste material Substances 0.000 claims abstract description 4
- 239000010865 sewage Substances 0.000 claims description 33
- 230000003750 conditioning effect Effects 0.000 claims description 18
- 238000005273 aeration Methods 0.000 claims description 15
- 238000003756 stirring Methods 0.000 claims description 15
- 230000001954 sterilising effect Effects 0.000 claims description 8
- 238000004659 sterilization and disinfection Methods 0.000 claims description 7
- 239000000706 filtrate Substances 0.000 claims description 5
- 239000000645 desinfectant Substances 0.000 claims description 3
- 239000012530 fluid Substances 0.000 claims description 3
- 230000003139 buffering effect Effects 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 23
- 239000003344 environmental pollutant Substances 0.000 abstract description 9
- 231100000719 pollutant Toxicity 0.000 abstract description 9
- 238000005265 energy consumption Methods 0.000 abstract description 8
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- 230000008569 process Effects 0.000 description 11
- 230000000694 effects Effects 0.000 description 10
- 244000005700 microbiome Species 0.000 description 8
- 230000001376 precipitating effect Effects 0.000 description 5
- 239000007787 solid Substances 0.000 description 5
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 4
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 4
- 230000012010 growth Effects 0.000 description 4
- 239000001301 oxygen Substances 0.000 description 4
- 229910052760 oxygen Inorganic materials 0.000 description 4
- 238000000746 purification Methods 0.000 description 4
- 239000002893 slag Substances 0.000 description 4
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 description 3
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- 230000014759 maintenance of location Effects 0.000 description 2
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- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
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Landscapes
- Biological Treatment Of Waste Water (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
The utility model relates to a kind of culturing wastewater processing systems, including sequentially connected solid-liquid separating equipment, biogas utilization module, adjustment module of catchmenting, settlement treatment module, SBR processing module, biological aerated filter and artificial wetland modules；Wherein, the solid-liquid separating equipment is separated by solid-liquid separation for breeding waste, the liquid outlet of the solid-liquid separating equipment is connected with biogas utilization module, the adjustment module of catchmenting is for balanced water quality and quantity, the at least described settlement treatment mould and biological aerated filter are connected with sludge concentration tank respectively, and gravity sedimentation mud and backwash water can be discharged into sludge concentration tank respectively, the top of the sludge concentration tank is connected with the adjustment module of catchmenting.The utility model can be such that waste water stably reaching standard discharges using the combination of " physical treatment+chemical treatment+biochemical treatment+biological treatment " technique, and low energy consumption, and operating cost is low, higher to the removal rate of pollutant, while cost of investment is low.
Description
Technical field
The utility model belongs to environmental protection treatment technical field, and in particular to a kind of culturing wastewater processing system.
Background technique
Along with the high speed development of China's livestock and poultry breeding industry, breeding wastewater pollution problem is also on the rise, with China pair
The processing of the great attention of environmental issue, breeding wastewater is extremely urgent.
Breeding wastewater has typical " three high " feature, i.e. organic concentration is high, and COD is up to 3000~12000mg/l, ammonia
Nitrogen is up to 800~2200mg/l, the exceeded decades of times of ss suspended solid；Biodegradability is general；Stink is big；Drain time is rinsed to concentrate,
Impact load is big.
In conclusion it is urgent to provide a kind of system stabilization, low energy consumption, operating cost is low, higher to the removal rate of pollutant,
The low culturing wastewater processing system of cost of investment simultaneously.
Utility model content
The purpose of this utility model is to provide that a kind of system is stable, low energy consumption, and operating cost is low, the removal to pollutant
Rate is higher, while the culturing wastewater processing system that cost of investment is low.
Above-mentioned purpose is to be achieved through the following technical solutions: a kind of culturing wastewater processing system, including sequentially connected solid
Liquid separation equipment, biogas utilization module, adjustment module of catchmenting, settlement treatment module, SBR processing module, biological aerated filter and
Artificial wetland modules；Wherein, the solid-liquid separating equipment is separated by solid-liquid separation for breeding waste, the solid-liquid separating equipment
Liquid outlet be connected with biogas utilization module, the adjustment module of catchmenting is for balanced water quality and quantity, at at least described sedimentation
Reason mould and biological aerated filter are connected with sludge concentration tank respectively, and it is dense gravity sedimentation mud and backwash water can be discharged into sludge respectively
Contracting pond, the top of the sludge concentration tank are connected with the adjustment module of catchmenting.
In application, the biogas utilization module, adjustment module of catchmenting, settlement treatment module, SBR processing module and Manual moist
Ground module respectively includes methane-generating pit, the conditioning tank that catchments, settling tank, the pond SBR and artificial swamp.The utility model concrete application process
In, solid-liquid separating equipment realizes pulp water separation, excrement slag desiccation outward transport disposition, and waste water enters methane-generating pit Anaerobic Treatment；Methane-generating pit goes out
Water enters the conditioning tank that catchments, and is drawn water by elevator pump to settling tank and is handled, and bottom sediment object gravity drains into sludge certainly in settling tank
Concentration basin, upper layer sewage self-flowing enter the pond SBR；SBR takes in pond into water, aeration, precipitating, draining, leaves unused in the method for one, can
It is aerated and is supplied oxygen using air blower, by the growth and breeding of microorganism come water pollutant of degrading；The pond SBR water is strained extremely by water decanter
Enter intermediate pool buffering, then be pumped into biological aerated filter, depth Aerobic Process for Treatment is carried out to sewage；Biological aerated filter backwash water
It is discharged into sludge concentration tank, effluent of aeration biological filter enters artificial swamp, and pollutant, sludge condensation are handled using plant growth
The supernatant in pond backflows to the conditioning tank that catchments and handles again.The utility model use " physical treatment+chemical treatment+biochemical treatment+
The combination of biological treatment " technique, process system stable operation can be such that waste water stably reaching standard discharges, and low energy consumption, operating cost
Low, subsequent artefacts' wetland treatment process can beautify sewage plant, and also purify air, each organic knot of technique while purification sewage
It closes, it is higher to the removal rate of pollutant, while cost of investment is low, high treating effect.
Further technical solution is that the leading portion station of the solid-liquid separating equipment is equipped with stirring module, the stirring mould
Block includes stirring pool, blender and the elevator pump being arranged in the stirring pool, the elevator pump by pipeline with it is described solid
Liquid separation equipment is connected.In this way, the sewage collecting pipe network through plant area, sewage enter stirring pool, are mixed by blender, is pumped into
Solid-liquid separating equipment realizes pulp water separation, excrement slag desiccation outward transport disposition.
Further technical solution is, the culturing wastewater processing system further includes the first air blower being set side by side and the
The air outlet of two air blowers, first air blower and the second air blower is given birth to by pipeline and the SBR processing module and aeration
Object filter tank is connected.In this way, the first air blower and the second air blower provide air and carry out for SBR processing module and biological aerated filter
Aeration, the first air blower and the second air blower can be simultaneously operable or work independently according to required air quantity.
Further technical solution is that the air outlet of first air blower and the second air blower is sunk by pipeline with described
Processing module is dropped to be connected.In this way, the first air blower and the second air blower provide air for settlement treatment module and realize stripping.
Further technical solution is that intermediate pool, the BR are equipped between the SBR processing module and biological aerated filter
Processing module includes at least water decanter, and the sewage in SBR processing module is strained water and buffered to intermediate pool is entered by the water decanter, described
The sewage of intermediate pool is pumped into biological aerated filter.
Further technical solution is that the culturing wastewater processing system further includes clear water reserviors, through the artificial swamp mould
Block treated treatment fluid flows into clear water reserviors.In this way, water quality trend can be monitored by clear water reserviors, as mouth of taking a sample to check.
Further technical solution is that the culturing wastewater processing system further includes dosing sterilizing machine, the dosing disinfection
Machine carries out sterilization processing by adding disinfectant in clear water reserviors tail water section.In this way, the water qualified discharge after disinfection is to river
Stream, is further ensured that the water quality of the water of discharge in this way, reduces environmental pollution.
Further technical solution is that the lower part of the sludge concentration tank passes through pipeline and diaphragm pump and filter plant phase
Even, the filtrate outlet of the filter plant is connected with the settlement treatment module.The sludge of sludge concentration tank passes through pneumatic
Diaphragm pump is pumped into plate and frame filter press processing, mud cake disinfection outward transport disposition, and filtrate flow to settlement treatment module and handles again.
Further technical solution is the biogas utilization module, adjustment module of catchmenting, settlement treatment module, SBR processing
Module and artificial wetland modules respectively include methane-generating pit, the conditioning tank that catchments, settling tank, the pond SBR and artificial swamp.Each pond can be used
Son is buried using half, and sludge drainage system, from arranging, reduces energy consumption using gravity.The specific effect of above-mentioned each module is as follows, solid-liquid point
Disembark: using screw extrusion principle, the original waste water of SS high to high concentration is separated by solid-liquid separation, and is imitated to the removal of SS and COD
Rate is up to 70 or more；Methane-generating pit: black film methane-generating pit handles sewage by the fermentation of microorganism under closed environment；It catchments
Conditioning tank: balanced water quality and quantity avoids water quality and water from fluctuating too big influence sewage disposal system；Settling tank: to enter the pond SBR
Favourable conditions are provided, sufficiently removal SS, using gravity spoil disposal；The pond SBR: sequencing batch active sludge, operationally orderly and
Intermittently operated, collection water inlet, aeration, precipitating, draining and idle Yu Yichi.Aeration phase utilizes the oxygen supply of Roots blower, micro- life
Object growth and breeding, to reduce COD and have good Nitrogen/Phosphorus Removal；Biological aerated filter: water intake mode use under into
The mode above gone out, aeration mode are bottom aeration, centre landfill volcanic filling material, the pond collection biological oxidation and retention suspended solid
One, regular backwash biological aerated filter；Artificial swamp: sewage and sludge during flowing in a certain direction, main benefit
With soil, artificial dielectric, plant, the physics of microorganism, chemistry, the triple synergistic effects of biology, sewage, sludge are handled
A kind of technology.Its mechanism of action include absorption, delay, filtering, redox, precipitating, microorganism decomposition, conversion, plant masking,
The effect of residue accumulated, water transpiration and Nutrient Absorption and all kinds of animals.
Further technical solution is, described to catchment conditioning tank and intermediate pool is respectively equipped with elevator pump, the elevator pump will
The sewage of conditioning tank and intermediate pool of catchmenting is delivered to settling tank and biological aerated filter respectively.
By this system treated waste water, Sewage Water Emissions index is as follows: 1) CODcr :≤100mg/L；2)BOD5:
≤30mg/L；3) ammonia nitrogen :≤80mg/L；4) SS :≤70mg/L.Compared with the prior art, the utility model has the advantage that
1) using the combination of " physical treatment+chemical treatment+biochemical treatment+biological treatment " technique, process system stable operation, energy
Discharge waste water stably reaching standard；2) PLC automation control can be achieved, be convenient for operation management；3) low energy consumption, and operating cost is low；4)
Subsequent artefacts' wetland treatment process can beautify sewage plant, and also purify air while purification sewage；5) each technique organically combines,
It is higher to the removal rate of pollutant；6) cost of investment is low, high treating effect.
Detailed description of the invention
The attached drawing for constituting a part of the utility model is used to provide a further understanding of the present invention, this is practical new
The illustrative embodiments and their description of type are not constituteed improper limits to the present invention for explaining the utility model.
Fig. 1 is the arrangement schematic diagram of culturing wastewater processing system involved in a kind of embodiment of the utility model；
Fig. 2 is the processing flow schematic diagram of culturing wastewater processing system involved in a kind of embodiment of the utility model.
In figure:
1 solid-liquid separating equipment 2 catchments 3 methane-generating pit of conditioning tank, 4 settling tank
5 pond SBR, 6 artificial wetland modules, 7 biological aerated filter, 8 stirring pool
9 blender, 10 first 11 second air blower of air blower, 12 intermediate pool
13 clear water reserviors, 14 dosing sterilizing machine, 15 sludge concentration tank, 16 filter plant
17 diaphragm pump, 18 water decanter
Specific embodiment
The utility model is described in detail with reference to the accompanying drawing, the description of this part be only it is exemplary and explanatory,
There should not be any restriction effect to the protection scope of the utility model.In addition, those skilled in the art's retouching according to this document
It states, the corresponding combination can be carried out to the feature in embodiment in this document and in different embodiments.
The utility model embodiment is as follows, referring to Figures 1 and 2, a kind of culturing wastewater processing system, including it is sequentially connected
Solid-liquid separating equipment 1, biogas utilization module, adjustment module of catchmenting, settlement treatment module, SBR processing module, biological aerated filter
7 and artificial wetland modules 6；Wherein, the solid-liquid separating equipment 1 is separated by solid-liquid separation for breeding waste, the solid-liquid point
Liquid outlet from equipment 1 is connected with biogas utilization module, the adjustment module of catchmenting for balanced water quality and quantity, at least described in
Settlement treatment mould and biological aerated filter 7 are connected with sludge concentration tank 15 respectively, and can be respectively by gravity sedimentation mud and backwash water
It is discharged into sludge concentration tank 15, the top of the sludge concentration tank 15 is connected with the adjustment module of catchmenting.
In application, such as Fig. 1 and Fig. 2, the biogas utilization module, adjustment module of catchmenting, settlement treatment module, SBR processing
Module and artificial wetland modules 6 respectively include as methane-generating pit 3, the conditioning tank 2 that catchments, settling tank 4, the pond SBR 5 and artificial swamp.This
During utility model concrete application, solid-liquid separating equipment 1 realizes pulp water separation, excrement slag desiccation outward transport disposition, and waste water enters natural pond
3 Anaerobic Treatment of gas pond；The water outlet of methane-generating pit 3 enters the conditioning tank 2 that catchments, and is drawn water by elevator pump to the processing of settling tank 4, settling tank 4
For interior bottom sediment object gravity from sludge concentration tank 15 is drained into, upper layer sewage self-flowing enters the pond SBR 5；The pond SBR 5 take into water, aeration,
It precipitates, drain, leaving unused in the method for one, being aerated and supply oxygen using air blower, degraded by the growth and breeding of microorganism
Water pollutant；The pond SBR 5 is strained water by water decanter 18 and is buffered to intermediate pool is entered, then is pumped into biological aerated filter 7, to dirt
Water carries out depth Aerobic Process for Treatment；7 backwash water of biological aerated filter is discharged into sludge concentration tank 15, and the water outlet of biological aerated filter 7 enters
Artificial swamp handles pollutant using plant growth, and the supernatant of sludge concentration tank 15 backflows to the conditioning tank 2 that catchments to be located again
Reason.Combination of the utility model using " physical treatment+chemical treatment+biochemical treatment+biological treatment " technique, process system
Stable operation can be such that waste water stably reaching standard discharges, and low energy consumption, and operating cost is low, and subsequent artefacts' wetland treatment process can beautify dirt
Water station, and air is also purified while purification sewage, each technique organically combines, and it is higher to the removal rate of pollutant, it invests simultaneously
It is at low cost, high treating effect.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, before the solid-liquid separating equipment 1
Section station is equipped with stirring module, and the stirring module includes stirring pool 8, blender 9 and is arranged in mentioning in the stirring pool 8
Pump is risen, the elevator pump is connected by pipeline with the solid-liquid separating equipment 1.In this way, the sewage collecting pipe network through plant area, sewage
It into stirring pool 8, is mixed by blender 9, is pumped into solid-liquid separating equipment 1 and realizes pulp water separation, excrement slag desiccation outward transport disposition.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, the culturing wastewater processing system
It further include the first air blower 10 and the second air blower 11 being set side by side, first air blower 10 and the second air blower 11 go out
Air port is connected by pipeline with the SBR processing module and biological aerated filter 7.In this way, the first air blower 10 and the second air blast
Machine 11 is that SBR processing module and biological aerated filter 7 provide air and be aerated, and the first air blower 10 and the second air blower 11 can
It is simultaneously operable or works independently according to required air quantity.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, first air blower 10 and
The air outlet of two air blowers 11 is connected by pipeline with the settlement treatment module.In this way, the first air blower 10 and the second air blast
Machine 11 provides air for settlement treatment module and realizes stripping.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, the SBR processing module and aeration
Intermediate pool 12 is equipped between biofilter 7, the BR processing module includes at least water decanter 18, and the water decanter 18 will be at SBR
Sewage in reason module is strained water and is buffered to intermediate pool 12 is entered, and the sewage of the intermediate pool 12 is pumped into biological aerated filter 7.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, the culturing wastewater processing system
Further include clear water reserviors 13, flows into clear water reserviors 13 through the artificial wetland modules 6 treated treatment fluid.In this way, can be by clear
Pond 13 monitors water quality trend, as mouth of taking a sample to check.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, the culturing wastewater processing system
It further include dosing sterilizing machine 14, the dosing sterilizing machine 14 is disappeared by adding disinfectant in 13 tail water section of clear water reserviors and sterilize
Poison processing.In this way, the water qualified discharge after disinfection is further ensured that the water quality of the water of discharge in this way, it is dirty to reduce environment to river
Dye.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, under the sludge concentration tank 15
Portion is connected by pipeline and diaphragm pump 17 with filter plant 16, the filtrate outlet and the settlement treatment of the filter plant 16
Module is connected.The sludge of sludge concentration tank 15 is pumped into plate and frame filter press processing by pneumatic diaphragm pump 17, and mud cake disinfection is outer
Fortune disposition, filtrate flow to settlement treatment module and handle again.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, the biogas utilization module is catchmented
Adjustment module, settlement treatment module, SBR processing module and artificial wetland modules 6 respectively include methane-generating pit 3, the conditioning tank 2 that catchments,
Settling tank 4, the pond SBR 5 and artificial swamp.It is buried using half that each pond can be used, sludge drainage system, from arranging, reduces energy using gravity
Consumption.As follows, the solid-liquid separating machine of specific effect of above-mentioned each module: utilizing screw extrusion principle, and SS's high to high concentration is original useless
Water is separated by solid-liquid separation, and is up to 70 or more to the removal efficiency of SS and COD；Methane-generating pit 3: black film methane-generating pit 3, in closed environment
Under, sewage is handled by the fermentation of microorganism；Catchment conditioning tank 2: balanced water quality and quantity, and water quality and water is avoided to fluctuate too
It is big to influence sewage disposal system；Settling tank 4: to provide favourable conditions into the pond SBR 5, sufficiently removal SS, using gravity spoil disposal；
The pond SBR 5: sequencing batch active sludge, orderly and intermittently operated operationally collect water inlet, aeration, precipitating, draining and leave unused
Yu Yichi.Aeration phase utilizes the oxygen supply of Roots blower, microbial growth, to reduce COD and have de- well
Nitrogen phosphor-removing effect；Biological aerated filter 7: water intake mode uses the mode of bottom in and top out, and aeration mode is bottom aeration, and centre is filled out
Volcanic filling material is buried, the pond collection biological oxidation and retention suspended solid one, regular backwash biological aerated filter 7；Artificial swamp:
Sewage and sludge mainly utilize soil, artificial dielectric, plant, the physics of microorganism, change during flowing in a certain direction
It learns, the triple synergistic effects of biology, a kind of technology that sewage, sludge are handled.Its mechanism of action includes absorption, is detained, mistake
Filter, redox, precipitating, microorganism decomposition, conversion, plant masking, residue accumulated, water transpiration and Nutrient Absorption and all kinds of
The effect of animal.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1, conditioning tank 2 and the centre of catchmenting
Pond 12 is respectively equipped with elevator pump, and the sewage of catchment conditioning tank 2 and intermediate pool 12 is delivered to 4 He of settling tank by the elevator pump respectively
Biological aerated filter 7.
By this system treated waste water, Sewage Water Emissions index is as follows: 1) CODcr :≤100mg/L；2)BOD5:
≤30mg/L；3) ammonia nitrogen :≤80mg/L；4) SS :≤70mg/L.Compared with the prior art, the utility model has the advantage that
1) using the combination of " physical treatment+chemical treatment+biochemical treatment+biological treatment " technique, process system stable operation, energy
Discharge waste water stably reaching standard；2) PLC automation control can be achieved, be convenient for operation management；3) low energy consumption, and operating cost is low；4)
Subsequent artefacts' wetland treatment process can beautify sewage plant, and also purify air while purification sewage；5) each technique organically combines,
It is higher to the removal rate of pollutant；6) cost of investment is low, high treating effect.
For those skilled in the art, without departing from the principle of this utility model, may be used also
To make several improvements and modifications, these improvements and modifications also should be regarded as the protection scope of the utility model.
Claims (10)
1. a kind of culturing wastewater processing system, which is characterized in that including sequentially connected solid-liquid separating equipment, biogas utilization mould
Block, adjustment module of catchmenting, settlement treatment module, SBR processing module, biological aerated filter and artificial wetland modules；Wherein, described
Solid-liquid separating equipment is separated by solid-liquid separation for breeding waste, the liquid outlet and biogas utilization module of the solid-liquid separating equipment
It is connected, the adjustment module of catchmenting for balanced water quality and quantity, distinguish by at least described settlement treatment mould and biological aerated filter
It is connected with sludge concentration tank, and gravity sedimentation mud and backwash water can be discharged into sludge concentration tank respectively, the sludge concentration tank
Top is connected with the adjustment module of catchmenting.
2. culturing wastewater processing system according to claim 1, which is characterized in that the leading portion work of the solid-liquid separating equipment
Position is equipped with stirring module, and the stirring module includes stirring pool, blender and the elevator pump being arranged in the stirring pool, institute
Elevator pump is stated to be connected by pipeline with the solid-liquid separating equipment.
3. culturing wastewater processing system according to claim 1, which is characterized in that the culturing wastewater processing system also wraps
Include the first air blower and the second air blower being set side by side, the air outlet of first air blower and the second air blower passes through pipeline
It is connected with the SBR processing module and biological aerated filter.
4. culturing wastewater processing system according to claim 3, which is characterized in that first air blower and the second air blast
The air outlet of machine is connected by pipeline with the settlement treatment module.
5. culturing wastewater processing system described in any one according to claim 1~4, which is characterized in that the SBR handles mould
Intermediate pool is equipped between block and biological aerated filter, the BR processing module includes at least water decanter, and the water decanter will be at SBR
Sewage in reason module strains water and is pumped into biological aerated filter to intermediate pool buffering, the sewage of the intermediate pool is entered.
6. culturing wastewater processing system according to claim 5, which is characterized in that the culturing wastewater processing system also wraps
Clear water reserviors are included, flow into clear water reserviors through the artificial wetland modules treated treatment fluid.
7. culturing wastewater processing system according to claim 6, which is characterized in that the culturing wastewater processing system also wraps
Dosing sterilizing machine is included, the dosing sterilizing machine carries out sterilization processing by adding disinfectant in clear water reserviors tail water section.
8. culturing wastewater processing system according to claim 6, which is characterized in that the lower part of the sludge concentration tank passes through
Pipeline and diaphragm pump are connected with filter plant, and the filtrate outlet of the filter plant is connected with the settlement treatment module.
9. culturing wastewater processing system according to claim 8, which is characterized in that the biogas utilization module, catchment tune
Section module, settlement treatment module, SBR processing module and artificial wetland modules be respectively methane-generating pit, the conditioning tank that catchments, settling tank,
The pond SBR and artificial swamp.
10. culturing wastewater processing system according to claim 9, which is characterized in that conditioning tank and the intermediate pool of catchmenting
It is respectively equipped with elevator pump, the sewage of catchment conditioning tank and intermediate pool is delivered to settling tank and aeration and biological by the elevator pump respectively
Filter tank.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201822104892.6U CN209481417U (en) | 2018-12-14 | 2018-12-14 | A kind of culturing wastewater processing system |
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| CN201822104892.6U CN209481417U (en) | 2018-12-14 | 2018-12-14 | A kind of culturing wastewater processing system |
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| CN209481417U true CN209481417U (en) | 2019-10-11 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109354337A (en) * | 2018-12-14 | 2019-02-19 | 湖南正明科技发展有限公司 | A kind of culturing wastewater processing system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109354337A (en) * | 2018-12-14 | 2019-02-19 | 湖南正明科技发展有限公司 | A kind of culturing wastewater processing system |
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