CN108503134A - Rural sewage treatment system and processing method - Google Patents
Rural sewage treatment system and processing method Download PDFInfo
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- CN108503134A CN108503134A CN201810267858.2A CN201810267858A CN108503134A CN 108503134 A CN108503134 A CN 108503134A CN 201810267858 A CN201810267858 A CN 201810267858A CN 108503134 A CN108503134 A CN 108503134A
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- sewage
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- sludge
- sewage treatment
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- 239000010865 sewage Substances 0.000 title claims abstract description 132
- 238000003672 processing method Methods 0.000 title claims abstract description 6
- 239000010802 sludge Substances 0.000 claims abstract description 34
- 238000000034 method Methods 0.000 claims abstract description 21
- 238000007254 oxidation reaction Methods 0.000 claims abstract description 21
- 230000001105 regulatory effect Effects 0.000 claims abstract description 21
- 238000004062 sedimentation Methods 0.000 claims abstract description 20
- 238000010992 reflux Methods 0.000 claims abstract description 9
- 230000008569 process Effects 0.000 claims abstract description 8
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 claims description 22
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 17
- 229910052757 nitrogen Inorganic materials 0.000 claims description 13
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 claims description 11
- 229910052760 oxygen Inorganic materials 0.000 claims description 11
- 239000001301 oxygen Substances 0.000 claims description 11
- QTBSBXVTEAMEQO-UHFFFAOYSA-N Acetic acid Chemical compound CC(O)=O QTBSBXVTEAMEQO-UHFFFAOYSA-N 0.000 claims description 9
- 238000005276 aerator Methods 0.000 claims description 8
- 229910052698 phosphorus Inorganic materials 0.000 claims description 7
- 238000000855 fermentation Methods 0.000 claims description 6
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 6
- 238000006396 nitration reaction Methods 0.000 claims description 6
- 239000002351 wastewater Substances 0.000 claims description 6
- 241000894006 Bacteria Species 0.000 claims description 5
- MMDJDBSEMBIJBB-UHFFFAOYSA-N [O-][N+]([O-])=O.[O-][N+]([O-])=O.[O-][N+]([O-])=O.[NH6+3] Chemical compound [O-][N+]([O-])=O.[O-][N+]([O-])=O.[O-][N+]([O-])=O.[NH6+3] MMDJDBSEMBIJBB-UHFFFAOYSA-N 0.000 claims description 5
- 239000003337 fertilizer Substances 0.000 claims description 5
- 239000005416 organic matter Substances 0.000 claims description 5
- 238000012856 packing Methods 0.000 claims description 5
- JVMRPSJZNHXORP-UHFFFAOYSA-N ON=O.ON=O.ON=O.N Chemical compound ON=O.ON=O.ON=O.N JVMRPSJZNHXORP-UHFFFAOYSA-N 0.000 claims description 4
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 claims description 4
- 238000004140 cleaning Methods 0.000 claims description 4
- 230000008021 deposition Effects 0.000 claims description 4
- 230000000737 periodic effect Effects 0.000 claims description 4
- 239000011574 phosphorus Substances 0.000 claims description 4
- 239000002893 slag Substances 0.000 claims description 4
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 claims description 3
- 230000004151 fermentation Effects 0.000 claims description 3
- 230000007062 hydrolysis Effects 0.000 claims description 3
- 238000006460 hydrolysis reaction Methods 0.000 claims description 3
- 238000001727 in vivo Methods 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 230000020477 pH reduction Effects 0.000 claims description 3
- 230000002269 spontaneous effect Effects 0.000 claims description 3
- 239000000126 substance Substances 0.000 claims description 3
- 229920000388 Polyphosphate Polymers 0.000 claims description 2
- 229920000037 Polyproline Polymers 0.000 claims description 2
- 239000000945 filler Substances 0.000 claims description 2
- 239000001205 polyphosphate Substances 0.000 claims description 2
- 235000011176 polyphosphates Nutrition 0.000 claims description 2
- 239000007787 solid Substances 0.000 claims description 2
- 238000005273 aeration Methods 0.000 claims 1
- 239000000835 fiber Substances 0.000 claims 1
- 238000001556 precipitation Methods 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 6
- 229910002651 NO3 Inorganic materials 0.000 description 3
- IOVCWXUNBOPUCH-UHFFFAOYSA-M Nitrite anion Chemical compound [O-]N=O IOVCWXUNBOPUCH-UHFFFAOYSA-M 0.000 description 3
- 239000003344 environmental pollutant Substances 0.000 description 3
- 231100000719 pollutant Toxicity 0.000 description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
- NHNBFGGVMKEFGY-UHFFFAOYSA-N Nitrate Chemical compound [O-][N+]([O-])=O NHNBFGGVMKEFGY-UHFFFAOYSA-N 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 230000003139 buffering effect Effects 0.000 description 2
- 229910052799 carbon Inorganic materials 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000009471 action 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
- 230000008859 change Effects 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 239000000839 emulsion Substances 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000012851 eutrophication Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 239000010794 food waste Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 239000010806 kitchen waste Substances 0.000 description 1
- 230000000813 microbial effect Effects 0.000 description 1
- 230000002906 microbiologic effect Effects 0.000 description 1
- 210000003739 neck Anatomy 0.000 description 1
- 230000007935 neutral effect Effects 0.000 description 1
- 239000003895 organic fertilizer Substances 0.000 description 1
- 244000144977 poultry Species 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
Classifications
-
- 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
-
- 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
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/28—Anaerobic digestion processes
- C02F3/286—Anaerobic digestion processes including two or more steps
-
- 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
- C02F3/302—Nitrification and denitrification treatment
-
- 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
- C02F3/32—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
-
- 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
- C02F3/34—Biological treatment of water, waste water, or sewage characterised by the microorganisms used
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
A kind of rural sewage treatment system of present invention offer and processing method.The rural sewage treatment system includes the septic tank for passing sequentially through pipeline connection, regulating reservoir, anaerobic biological pond, anoxic biochemistry pool, contact-oxidation pool, sedimentation basin, artificial swamp, the sedimentation basin is equipped with sludge return pipe, the sludge return pipe is equipped with sludge reflux pump, and is connected to the anaerobic biological pond;The contact-oxidation pool is equipped with sewage backflow pipeline, and the sewage backflow pipeline is equipped with sewage and returns 2, and is connected to the anoxic biochemistry pool.The treatment method for rural sewage includes changing excrement, adjusting, Anaerobic Treatment, anoxic treatment, Aerobic Process for Treatment, precipitation, deep purifying.The rural domestic sewage treatment mode of the rural sewage treatment system provided by the invention and processing method 3. prior art, which exists, to be had a single function or efficiency is low, takes up a large area or the technical issues of operating cost height etc..
Description
Technical field
The present invention relates to sewage treatment fields, and in particular to a kind of rural sewage treatment system and processing method.
Background technology
Domestic sewage in rural areas is generally by sanitary wastewater, wash water, kitchen waste water, bath sewage and raise poultry domestic animal
The sewage of generation forms, and COD, N, P content are higher.
The rural sewage treatment mode of the prior art mainly have independent aerobic biological film method, anaerobic organism embrane method, ecology at
Reason technology, materializing strategy technology etc., but all have some limitations:
It is aerobic, anaerobic organism embrane method is single to the remove function of N, P element, cannot be satisfied generally present eutrophication Rural Water
Environmental improvement needs;Eco-treatment technology, although having the function of synchronous denitrification dephosphorizing, treatment effeciency is low, takes up a large area;Object
It is extremely limited to the processing capacity of nitrogen to change treatment technology, and operating cost is high.
Invention content
Rural domestic sewage treatment mode presence to solve the prior art has a single function or efficiency is low, takes up a large area,
Or the technical issues of operating cost height etc., the present invention provide a kind of rural sewage treatment system to solve the above problems and processing side
Method.
A kind of rural sewage treatment system, including pass sequentially through pipeline connection septic tank, regulating reservoir, anaerobic biological pond,
Anoxic biochemistry pool, contact-oxidation pool, sedimentation basin, artificial swamp, the sedimentation basin are equipped with sludge return pipe, the sludge reflux
Pipeline is equipped with sludge reflux pump, and is connected to the anaerobic biological pond;The contact-oxidation pool is equipped with sewage backflow pipeline, described
Sewage backflow pipeline is pumped equipped with sewage backflow, and is connected to the anoxic biochemistry pool.
In a kind of preferred embodiment of rural sewage treatment system provided by the invention, the height of the septic tank is less than
The height of the regulating reservoir, and pipeline connecting the two be equipped with elevator pump, the regulating reservoir to the artificial swamp height by
Step reduces.
In a kind of preferred embodiment of rural sewage treatment system provided by the invention, the rural sewage treatment system
Further include oil separator, the oil separator, the septic tank, the regulating reservoir pass sequentially through pipeline connection.
In a kind of preferred embodiment of rural sewage treatment system provided by the invention, it is equipped in the contact-oxidation pool
Aerator.
In a kind of preferred embodiment of rural sewage treatment system provided by the invention, the rural sewage treatment system
It further include PLC control system;
The PLC control system includes multiple time switch, is returned respectively with the aerator, the elevator pump, the sewage
Stream pump, the sludge reflux pump are connected by circuit.
It is the anaerobic biological pond, described in a kind of preferred embodiment of rural sewage treatment system provided by the invention
Biofilm packing is equipped in anoxic biochemistry pool, the contact-oxidation pool.
In a kind of preferred embodiment of rural sewage treatment system provided by the invention, the biofilm packing is using soft
Property fiberfill.
A kind for the treatment of method for rural sewage, includes the following steps:
Step 1:Sewage is passed through in the septic tank, and preliminary anaerobic fermentation is carried out to sewage, the solid organic matters deposition in sewage
For organic sludge;
Step 2:Sewage is passed through in the regulating reservoir, and water quality, water are adjusted, and initial hydrolysis acidification is carried out to sewage;
Step 3:Sewage is passed through in the anaerobic biological pond, acidization, production acetic acid process, methane phase process is hydrolyzed, greatly
Molecular organic resolves into small organic molecule;
Step 4:Sewage is passed through in the anoxic biochemistry pool, carries out anti-nitration reaction, nitrate nitrogen, nitrite nitrogen are reduced to
Nitrogen is discharged to air;
Step 5:Sewage is passed through in the contact-oxidation pool, carry out aerobic treatment, by the aerator make oxygen with
Sewage comes into full contact with, and organic matter is further degraded;
Ammonia nitrogen is nitrified, and concentration declines, the concentration increase of nitrate nitrogen, nitrite nitrogen;
Phosphorus is converted to insoluble poly orthophosphates by polyP bacteria, is stored in vivo;
Sewage is back to the anoxic biochemistry pool by a certain percentage, is mixed with the sewage from the anaerobic biological pond, carries out anti-
Nitration reaction denitrogenation;
Step 6:Sewage is passed through in the sedimentation basin and is precipitated, and the suspended substance sedimentation in sewage is sludge, and sludge is by certain ratio
Example is back to the anaerobic biological pond;
Step 7:Treated that sewage is converted into clear water for the step 6, and clear water is passed through in the artificial swamp, and it is de- to carry out depth
Nitrogen dephosphorization.
In a kind of preferred embodiment for the treatment of method for rural sewage provided by the invention, food and drink waste water etc. is contained in sewage
It when oily waste water, is passed through in the oil separator, carries out oil removal and remove Slag treatment, be passed through again in the septic tank after the completion of processing.
In a kind of preferred embodiment for the treatment of method for rural sewage provided by the invention, in septic tank described in periodic cleaning
Organic sludge, the sludge in the sedimentation basin, be used as fertilizer after being transported to destructor plant processing or spontaneous fermentation.
Compared to the prior art, the rural sewage treatment system provided by the invention fully utilizes anaerobism, anoxic, good
Oxygen processing and Ecological Disposal, the perfect processing system of materializing strategy, fully remove sewage in larger molecular organics, N,
P, the pollutants such as COD.
To treated, sewage is used the rural sewage treatment system provided by the invention, reduces water resource
Waste, while the sludge that processing procedure generates can be used as fertilizer, produce new economic benefit, the cost of system operation is low,
High efficiency.
Description of the drawings
Fig. 1 is the structural schematic diagram of rural sewage treatment system provided by the invention.
Specific implementation mode
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation describes, it is clear that the described embodiments are merely a part of the embodiments of the present invention, instead of all the embodiments.
Referring to Fig. 1, being the structural schematic diagram of rural sewage treatment system 1 provided by the invention.
The rural sewage treatment system 1 includes the oil separator 2 for passing sequentially through pipeline connection, septic tank 3, regulating reservoir 4, detests
Oxygen biochemistry pool 5, anoxic biochemistry pool 6, contact-oxidation pool 7, sedimentation basin 8, artificial swamp 9.
The oil separator 2, the height of the regulating reservoir 4 are above the septic tank 3, and the regulating reservoir 4 is to described artificial
The height of wetland 9 gradually reduces.
Sewage is flow to by the oil separator 2 in the septic tank 3 by gravity, and sewage is by elevator pump 31 by describedization excrement
Pond 3 is promoted in the regulating reservoir 4, and sewage has the regulating reservoir 4 to flow to successively in the artificial swamp 9 by gravity.
The contact-oxidation pool 7 is equipped with sewage backflow and pumps 71, and part sewage lifting in pond is returned the anoxic biochemistry pool 6.
Aerator 72 is additionally provided in the contact-oxidation pool 7.The sedimentation basin 8 is equipped with sludge reflux pump 81, and partial sludge is promoted
Go back to the anaerobic biological pond 5.
The rural sewage treatment system 1 further includes PLC control system 10, if there are four contact-making switch, respectively with it is described
Elevator pump 31, sewage backflow pump 71, the aerator 72, the sludge reflux pump 81 are connected by circuit.
The anaerobic biological pond 5, the anoxic biochemistry pool 6 are equipped with biofilm packing in the contact-oxidation pool 7, and
Using soft cellulose filler.
Based on the treatment method for rural sewage of the rural sewage treatment system 1, include the following steps:
S01:Food waste waste water is normally comprised in sewage, oil content is higher.Sewage is passed first into the oil separator 2, carry out every
Oil removes Slag treatment.
The oil separator 2 also adds demulsifier into sewage, and continues to be aerated, and the oil emulsion in sewage is made to agglomerate for oil
Drop removes together during oil removal removes Slag treatment.
S02:Open the water outlet of the oil separator 2, treated that sewage is discharged under Gravitative Loads is described for oil removal slagging-off
In septic tank 3.
The septic tank 3 uses three compartment septic tanks.Because proportion different sewage is divided into three layers naturally, upper layer is lighter floats
Foam, lower layer are deposited as organic sludge, and middle level is opposite settled sewage.Middle level sewage is flow in next lattice, is repeated the above,
The residue left then continues anaerobic fermentation.To being more settled sewage in third lattice.
The organic sludge of periodic cleaning deposition, is used as organic fertilizer.
S03:By the sewage in 3 third lattice of the septic tank, the regulating reservoir 4 is promoted to by the elevator pump 31,
It is kept in the regulating reservoir 4.
Under the buffering of the regulating reservoir 4, the sewage water quantity holding for being emitted into subsequent processing is stablized;Different time sections, no
It is mixed between the sewage of same type, sewage quality is made also to keep relatively stable, balanced state.
Meanwhile the sewage kept in the regulating reservoir 4 also produces preliminary hydrolysis acidification.
S04:Under the buffering of the regulating reservoir 4, sewage is emitted into constant rate in the anaerobic biological pond 5.Institute
The sludge in sedimentation basin 8 is stated also to be back in the anaerobic biological pond 5.Control is back to the sludge quantity in the anaerobic biological pond 5,
It avoids introducing excessive nitrate nitrogen and enters and release phosphorus bacterium competition carbon source.
The anaerobic biological pond 5 is not aerated, and the dissolved oxygen in microbial consumption sewage, dissolved oxygen content is reduced to
0.2mg/L is hereinafter, form anaerobic environment.
It under the action of anaerobe, hydrolyzes, be acidified in sewage, production acetic acid, methane phase are carried out at the same time.It is suitably adjusted in processing
PH is saved, sewage is made to keep neutral.
It is removed through most COD in treated in the anaerobic biological pond 5 sewage, larger molecular organics also resolve into small point
Sub- organic matter.
S05:In sewage discharge to the anoxic biochemistry pool 6 after Anaerobic Treatment.Sewage in the contact-oxidation pool 7
After being mixed with the sewage from the anaerobic biological pond 5, it is back in the anoxic biochemistry pool 6.
Sewage in the contact-oxidation pool 7 contains higher dissolved oxygen content, and control is back to the anoxic life
The sewage quantity for changing pond 6, makes dissolved oxygen content in the anoxic biochemistry pool 6 form stable anaerobic environment in 0.5mg/L or so.
Denitrifying bacterium in the anoxic biochemistry pool 6 using the sewage newly entered in abundant organic matter make carbon source carry out it is anti-
Nitration reaction, by a large amount of nitrate nitrogens in backflow mixed liquor(NO3-N)And nitrite nitrogen(NO2-N)Be reduced to N2 discharge to
Air realizes the denitrogenation of sewage.Remove part BOD simultaneously.
S06:In sewage discharge to the contact-oxidation pool 7 after anoxic treatment.Pass through institute in the contact-oxidation pool 7
It states aerator 72 to be persistently aerated, makes dissolved oxygen content in 2mg/L or more, form stable aerobic environment.
Under aerobic environment, organic matter is by the further biochemical degradation of aerobic microbiological;PolyP bacteria absorbs the phosphorus in sewage, turns
It is melted into insoluble poly orthophosphates to store in vivo, discharging excess sludge by sedimentation basin achievees the purpose that system dephosphorization.
Ammonia nitrogen(NH3-N)It is nitrified, concentration declines, nitrate nitrogen(NO3-N), nitrite nitrogen(NO2-N)Concentration increase
Add.
Sewage in the contact-oxidation pool 7 is promoted back by sewage backflow pump 71 in the anoxic biochemistry pool 6, is made
Wherein dissolved oxygen, nitrate nitrogen(NO3-N), nitrite nitrogen(NO2-N)Content rise.Stable anaerobic environment is formed to carry out
Anti-nitration reaction.
S07:In sewage discharge to the sedimentation basin 8 after Aerobic Process for Treatment, the suspended matter of each step accumulation is in institute before
State sedimentation separation in sedimentation basin 8.
Suspended substance sedimentation forms sludge blanket in bottom of pond, and the anaerobic biological pond 5 is promoted go back to by the sludge reflux pump 81
In, repeat anaerobism, anoxic, aerobic processing.
The sludge blanket of periodic cleaning deposition, is used as fertilizer after spontaneous fermentation.
S08:After precipitation process, most pollutant is processed in sewage, and clear water is passed through in the artificial swamp,
Carry out advanced nitrogen dephosphorization.And digging has wet well, convenient for water intaking.
Compared to the prior art, the rural sewage treatment system 1 provided by the invention fully utilize anaerobism, anoxic,
Aerobic Process for Treatment and Ecological Disposal, the perfect processing system of materializing strategy, the abundant larger molecular organics removed in sewage,
N, the pollutants such as P, COD.
To treated, sewage is used the rural sewage treatment system 1 provided by the invention, reduces water resource
Waste, while processing procedure generate sludge can be used as fertilizer, produce new economic benefit, the cost of system operation
Low, high efficiency.
Example the above is only the implementation of the present invention is not intended to limit the scope of the invention, every to utilize this hair
Equivalent structure or equivalent flow shift made by bright description is applied directly or indirectly in other relevant technology necks
Domain is similarly included within the scope of patent protection of the present invention.
Claims (10)
1. a kind of rural sewage treatment system, it is characterised in that:Including passing sequentially through the septic tank of pipeline connection, regulating reservoir, detesting
Oxygen biochemistry pool, anoxic biochemistry pool, contact-oxidation pool, sedimentation basin, artificial swamp, the sedimentation basin are equipped with sludge return pipe, institute
It states sludge return pipe and is equipped with sludge reflux pump, and be connected to the anaerobic biological pond;The contact-oxidation pool is returned equipped with sewage
Flow tube road, the sewage backflow pipeline is pumped equipped with sewage backflow, and is connected to the anoxic biochemistry pool.
2. rural sewage treatment system according to claim 1, it is characterised in that:The height of the septic tank is less than described
The height of regulating reservoir, and it is equipped with elevator pump in pipeline connecting the two, the regulating reservoir to the artificial swamp height gradually drops
It is low.
3. rural sewage treatment system according to claim 2, it is characterised in that:The rural sewage treatment system also wraps
Oil separator is included, the oil separator, the septic tank, the regulating reservoir pass sequentially through pipeline connection.
4. rural sewage treatment system according to claim 3, it is characterised in that:Aeration is equipped in the contact-oxidation pool
Equipment.
5. rural sewage treatment system according to claim 4, it is characterised in that:The rural sewage treatment system also wraps
Include PLC control system;
The PLC control system includes multiple time switch, is returned respectively with the aerator, the elevator pump, the sewage
Stream pump, the sludge reflux pump are connected by circuit.
6. rural sewage treatment system according to claim 1, it is characterised in that:The anaerobic biological pond, the anoxic
Biofilm packing is equipped in biochemistry pool, the contact-oxidation pool.
7. rural sewage treatment system according to claim 6, it is characterised in that:The biofilm packing uses soft fibre
Tie up filler.
8. the processing method of any rural sewage treatment system of claim 4 to 7, which is characterized in that including following step
Suddenly:
Step 1:Sewage is passed through in the septic tank, and preliminary anaerobic fermentation is carried out to sewage, the solid organic matters deposition in sewage
For organic sludge;
Step 2:Sewage is passed through in the regulating reservoir, and water quality, water are adjusted, and initial hydrolysis acidification is carried out to sewage;
Step 3:Sewage is passed through in the anaerobic biological pond, acidization, production acetic acid process, methane phase process is hydrolyzed, greatly
Molecular organic resolves into small organic molecule;
Step 4:Sewage is passed through in the anoxic biochemistry pool, carries out anti-nitration reaction, nitrate nitrogen, nitrite nitrogen are reduced to
Nitrogen is discharged to air;
Step 5:Sewage is passed through in the contact-oxidation pool, carry out aerobic treatment, by the aerator make oxygen with
Sewage comes into full contact with, and organic matter is further degraded;
Ammonia nitrogen is nitrified, and concentration declines, the concentration increase of nitrate nitrogen, nitrite nitrogen;
Phosphorus is converted to insoluble poly orthophosphates by polyP bacteria, is stored in vivo;
Sewage is back to the anoxic biochemistry pool by a certain percentage, is mixed with the sewage from the anaerobic biological pond, carries out anti-
Nitration reaction denitrogenation;
Step 6:Sewage is passed through in the sedimentation basin and is precipitated, and the suspended substance sedimentation in sewage is sludge, and sludge is by certain ratio
Example is back to the anaerobic biological pond;
Step 7:Treated that sewage is converted into clear water for the step 6, and clear water is passed through in the artificial swamp, and it is de- to carry out depth
Nitrogen dephosphorization.
9. treatment method for rural sewage according to claim 8, it is characterised in that:Contain the oil-containings such as food and drink waste water in sewage
It when waste water, is passed through in the oil separator, carries out oil removal and remove Slag treatment, be passed through again in the septic tank after the completion of processing.
10. treatment method for rural sewage according to claim 8, it is characterised in that:In septic tank described in periodic cleaning
Sludge in organic sludge, the sedimentation basin is used as fertilizer after being transported to destructor plant processing or spontaneous fermentation.
Priority Applications (1)
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CN201810267858.2A CN108503134A (en) | 2018-03-29 | 2018-03-29 | Rural sewage treatment system and processing method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201810267858.2A CN108503134A (en) | 2018-03-29 | 2018-03-29 | Rural sewage treatment system and processing method |
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Publication Number | Publication Date |
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CN108503134A true CN108503134A (en) | 2018-09-07 |
Family
ID=63379122
Family Applications (1)
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CN201810267858.2A Pending CN108503134A (en) | 2018-03-29 | 2018-03-29 | Rural sewage treatment system and processing method |
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Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109111050A (en) * | 2018-09-29 | 2019-01-01 | 湖南新九方科技有限公司 | Solar energy microkinetic rural sewage treatment system |
CN109111052A (en) * | 2018-09-30 | 2019-01-01 | 湖南新九方科技有限公司 | The polynary rural sewage treatment system of landscape |
CN109485206A (en) * | 2018-12-20 | 2019-03-19 | 四川水沐环保科技有限公司 | Expressway service area sewage disposal system and method |
CN109912129A (en) * | 2019-04-02 | 2019-06-21 | 湖南金旅凌志环保设备有限公司 | A kind of wind, light complementation rural sewage treatment system |
CN111689653A (en) * | 2020-06-29 | 2020-09-22 | 中国科学院生态环境研究中心 | Biological-ecological integrated sewage treatment device and treatment method |
CN111977894A (en) * | 2020-08-05 | 2020-11-24 | 华北电力科学研究院有限责任公司 | Domestic sewage treatment system and control method |
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CN111689653A (en) * | 2020-06-29 | 2020-09-22 | 中国科学院生态环境研究中心 | Biological-ecological integrated sewage treatment device and treatment method |
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US20220127173A1 (en) * | 2020-10-26 | 2022-04-28 | Northwest A&F University | System and method for total volume treatment of landfill leachate and use thereof |
CN114349277A (en) * | 2021-12-31 | 2022-04-15 | 新疆水处理工程技术研究中心有限公司 | Rural domestic sewage treatment method and treatment device |
CN114590959A (en) * | 2022-03-01 | 2022-06-07 | 贵州高投生态产业有限公司 | ECOF four-micro-physical sewage treatment system, treatment process and application |
CN114804534A (en) * | 2022-05-11 | 2022-07-29 | 北京市水科学技术研究院 | Rural domestic sewage constructed wetland deep purification pretreatment system |
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