CN108911434A - Without pipe network domestic sewerage total system - Google Patents
Without pipe network domestic sewerage total system Download PDFInfo
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- CN108911434A CN108911434A CN201811035289.5A CN201811035289A CN108911434A CN 108911434 A CN108911434 A CN 108911434A CN 201811035289 A CN201811035289 A CN 201811035289A CN 108911434 A CN108911434 A CN 108911434A
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- grades
- sewage
- pond
- biological treatment
- mbr membrane
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 43
- 239000010865 sewage Substances 0.000 claims abstract description 36
- 239000012528 membrane Substances 0.000 claims abstract description 34
- 238000001914 filtration Methods 0.000 claims abstract description 27
- 239000010802 sludge Substances 0.000 claims abstract description 21
- 238000000855 fermentation Methods 0.000 claims abstract description 18
- 230000003750 conditioning effect Effects 0.000 claims abstract description 16
- 230000004151 fermentation Effects 0.000 claims abstract description 15
- 239000000126 substance Substances 0.000 claims abstract description 14
- 238000004659 sterilization and disinfection Methods 0.000 claims abstract description 13
- 238000001223 reverse osmosis Methods 0.000 claims abstract description 12
- 239000002699 waste material Substances 0.000 claims abstract description 11
- 239000000463 material Substances 0.000 claims abstract description 8
- 230000006872 improvement Effects 0.000 claims abstract description 7
- 239000002893 slag Substances 0.000 claims abstract description 7
- YUWBVKYVJWNVLE-UHFFFAOYSA-N [N].[P] Chemical compound [N].[P] YUWBVKYVJWNVLE-UHFFFAOYSA-N 0.000 claims abstract description 6
- 238000001764 infiltration Methods 0.000 claims abstract description 6
- 239000002689 soil Substances 0.000 claims abstract description 6
- 238000012423 maintenance Methods 0.000 claims abstract description 5
- 239000013589 supplement Substances 0.000 claims abstract description 5
- 238000010564 aerobic fermentation Methods 0.000 claims abstract 2
- 238000003756 stirring Methods 0.000 claims description 45
- 238000006213 oxygenation reaction Methods 0.000 claims description 21
- 239000002351 wastewater Substances 0.000 claims description 12
- 230000005540 biological transmission Effects 0.000 claims description 11
- 238000012545 processing Methods 0.000 claims description 11
- 238000010992 reflux Methods 0.000 claims description 9
- JEGUKCSWCFPDGT-UHFFFAOYSA-N h2o hydrate Chemical compound O.O JEGUKCSWCFPDGT-UHFFFAOYSA-N 0.000 claims description 5
- 239000007788 liquid Substances 0.000 claims description 5
- 239000003895 organic fertilizer Substances 0.000 claims description 5
- 239000005416 organic matter Substances 0.000 claims description 5
- 230000009471 action Effects 0.000 claims description 4
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 claims description 4
- 229910052799 carbon Inorganic materials 0.000 claims description 4
- 238000011010 flushing procedure Methods 0.000 claims description 4
- 229910001385 heavy metal Inorganic materials 0.000 claims description 4
- 239000012535 impurity Substances 0.000 claims description 4
- 230000002262 irrigation Effects 0.000 claims description 4
- 238000003973 irrigation Methods 0.000 claims description 4
- 244000005700 microbiome Species 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 4
- 239000004576 sand Substances 0.000 claims description 4
- 239000007787 solid Substances 0.000 claims description 4
- 229910019142 PO4 Inorganic materials 0.000 claims description 3
- 238000004891 communication Methods 0.000 claims description 3
- 230000002550 fecal effect Effects 0.000 claims description 3
- NBIIXXVUZAFLBC-UHFFFAOYSA-K phosphate Chemical compound [O-]P([O-])([O-])=O NBIIXXVUZAFLBC-UHFFFAOYSA-K 0.000 claims description 3
- 239000010452 phosphate Substances 0.000 claims description 3
- 230000001105 regulatory effect Effects 0.000 claims description 3
- 239000010902 straw Substances 0.000 claims description 3
- 230000003519 ventilatory effect Effects 0.000 claims description 3
- 230000003487 anti-permeability effect Effects 0.000 claims 1
- 238000004064 recycling Methods 0.000 abstract description 4
- 238000007667 floating Methods 0.000 abstract description 2
- 238000011109 contamination Methods 0.000 abstract 1
- 239000002068 microbial inoculum Substances 0.000 abstract 1
- 238000000746 purification Methods 0.000 abstract 1
- 239000007789 gas Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 3
- 229910052760 oxygen Inorganic materials 0.000 description 3
- 239000001301 oxygen Substances 0.000 description 3
- 238000004065 wastewater treatment Methods 0.000 description 3
- NBIIXXVUZAFLBC-UHFFFAOYSA-N Phosphoric acid Chemical compound OP(O)(O)=O NBIIXXVUZAFLBC-UHFFFAOYSA-N 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000006185 dispersion Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000010842 industrial wastewater Substances 0.000 description 2
- 150000003839 salts Chemical class 0.000 description 2
- 238000009423 ventilation Methods 0.000 description 2
- 241000894006 Bacteria Species 0.000 description 1
- 206010016825 Flushing Diseases 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 229910000147 aluminium phosphate Inorganic materials 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000000149 chemical water pollutant Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 238000004043 dyeing Methods 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000008235 industrial water Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000035764 nutrition Effects 0.000 description 1
- 235000016709 nutrition Nutrition 0.000 description 1
- 238000007639 printing Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 230000008929 regeneration Effects 0.000 description 1
- 238000011069 regeneration method Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000003466 welding Methods 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
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/30—Treatment of water, waste water, or sewage by irradiation
- C02F1/32—Treatment of water, waste water, or sewage by irradiation with ultraviolet light
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/44—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis
- C02F1/441—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis by reverse osmosis
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/10—Inorganic compounds
- C02F2101/105—Phosphorus compounds
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/10—Inorganic compounds
- C02F2101/16—Nitrogen compounds, e.g. ammonia
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/30—Organic compounds
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2301/00—General aspects of water treatment
- C02F2301/08—Multistage treatments, e.g. repetition of the same process step under different conditions
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2303/00—Specific treatment goals
- C02F2303/04—Disinfection
-
- 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
- C02F3/02—Aerobic processes
- C02F3/12—Activated sludge processes
- C02F3/1236—Particular type of activated sludge installations
- C02F3/1268—Membrane bioreactor systems
-
- 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
- C02F3/308—Biological phosphorus removal
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F7/00—Aeration of stretches of water
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)
- Separation Using Semi-Permeable Membranes (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
Without pipe network domestic sewerage total system, including septic tank, artificial grid sewage-removing machine, conditioning tank, A grades of biological treatment tanks, O grades of biological treatment tanks, MBR membrane cisterna, Multistage filtering device, RO reverse osmosis unit, disinfection by ultraviolet light pond, sludge-tank Sewage treatment pond, fermentation vat.The invention patent is combined by A grades of biological treatment tanks, O grades of biological treatment tanks, MBR membrane cisterna, substantially increases the purification rate of sewage, removes the nutriments such as dirty Organic substance in water, floating material, nitrogen phosphorus to the greatest extent;By multistage filtering, by treated, water is purified in conjunction with RO counter-infiltration system again, is stored in ultraviolet disinfection pond, and the water after ultraviolet disinfection, which is back to use, flushes the toilet, rinses ground, pour the links such as greenery patches, microlandschaft supplement water.The excrement slag that excess sludge is separated with artificial grid sewage-removing machine is transported to after fermentation vat and stalk and aerobic fermentation microbial inoculum mixed fermentation for park maintenance and soil improvement.Present treatment system solves no pipe network area toilet contamination emission problem, and effluent quality is good, realizes the recycling treatment of waste.
Description
Technical field
The invention patent relates to a kind of dirt integrated treatment and recycling system, more precisely a kind of no pipe network area
Dirt integrated treatment and recycling system.
Background technique
China's waste main processing ways are that sewage treatment plant's centralized processing is entered after septic tank, because rural area area is wide
It is general, the dispersion of public lavatory place, be laid with pipe network dispersion and invest it is larger, pipeline network construction lag cause waste cannot by it is effective collect with
Processing;The some newly-built regions in city do not have urban pipe network in process of construction, and it is difficult that waste collects processing;City waste nutrition
Material abundance, water content are big, and be effectively treated to recycle again, are recycled, economize on resources.
Summary of the invention
The purpose of the invention patent is to provide a kind of no pipe network domestic sewerage total system, and waste mixture is through changing excrement
Pond primary filtration removes solid impurity, after removing bulky grain suspended matter by artificial grid sewage-removing machine, into conditioning tank, passes through tune
Pond regulating water quality, water are saved, the organic substance, denitrogenation subsequently into AO biochemistry pool, under the action of microorganism in removal sewage
Dephosphorization, water outlet enter MBR membrane cisterna, and organic matter, ammonia nitrogen, phosphate etc. in in-depth removal sewage improve organic substance and nitrogen phosphorus
Removal rate;For the sludge reflux of O grades of biochemistry pools and MBR membrane cisterna to A grades of biochemistry pools, it is dense that excess sludge is transported to sludge-tank progress
Contracting;The water outlet of MBR membrane cisterna enters in the filtration system of sand filtration-carbon filtration-refined filtration combination, removal SS, turbidity, heavy metal and other
Substance improves effluent quality, and water outlet enters RO counter-infiltration system, advanced optimizes effluent quality, and water outlet reaches after ultraviolet disinfection
《Urban sewage reutilization urban reclaimed water water quality》(GB_T 18920-2002) reuse of wastewater standard, effluent reuse in
Toilet bath, toilet floor surface flushing, surrounding green land irrigation, surrounding microlandschaft supplement use water.
The invention patent to achieve the above object, is achieved through the following technical solutions:
At pipe network domestic sewerage total system, including septic tank, artificial grid sewage-removing machine, conditioning tank, A grades of biologies
Manage pond, O grades of biological treatment tanks, MBR membrane cisterna, Multistage filtering device, RO reverse osmosis unit, disinfection by ultraviolet light pond, sludge-tank, waste water
The discharge port of recovery pond, fermentation vat and septic tank is connected to the feed inlet of artificial grid sewage-removing machine, and artificial grid sewage-removing machine goes out
The outlet of the inlet communication of material mouth and conditioning tank, conditioning tank is connected to the feed inlet of A grades of biological treatment tanks, A grades of biological treatment tanks
Discharge port be connected to the feed inlet of O grades of biological treatment tanks, the feed inlet of the discharge ports of O grades of biological treatment tanks and MBR membrane cisterna connects
Logical, the sludge reflux of MBR membrane cisterna to A grades of biological treatment tanks, MBR membrane cisterna excess sludge is connected to the feed inlet of sludge-tank, MBR film
The material outlet in pond is connected to the feed inlet of Multistage filtering device, the discharge port of Multistage filtering device and RO reverse osmosis unit into
The connection of liquid mouth, the wastewater outlet of RO reverse osmosis unit are connected to the wastewater inlet in Sewage treatment pond, RO reverse osmosis unit liquid outlet
It is connected to the feed inlet in disinfection by ultraviolet light pond, the air outlet of blower is connected to the inside of O grades of biological treatment tanks and MBR membrane cisterna, people
Work grid sewage-removing machine and sludge-tank discharge port are connected to fermentation vat feed inlet.
In order to further realize the purpose of the invention patent, following technical scheme can also be used:O grades of biological treatment tanks,
Device equipped with the reflux to the pond A, MBR membrane cisterna, equipped with to the reflux unit in the pond A, waste mixture through septic tank primary filtration
Solid impurity is removed, after removing bulky grain suspended matter by artificial grid sewage-removing machine, into conditioning tank, water is adjusted by conditioning tank
Matter, water remove organic substance, the denitrogenation dephosphorizing in sewage subsequently into AO biochemistry pool under the action of microorganism, be discharged into
Enter MBR membrane cisterna, organic matter, ammonia nitrogen, phosphate etc. in in-depth removal sewage improve the removal rate of organic substance and nitrogen phosphorus;O grades
To A grades of biochemistry pools, excess sludge is transported to sludge-tank and is concentrated the sludge reflux of biochemistry pool and MBR membrane cisterna;The water outlet of MBR membrane cisterna
It enters in sand filtration-carbon filtration-refined filtration combination filtration system, removal SS, turbidity, heavy metal and other substances improve water outlet water
Matter, water outlet enter RO counter-infiltration system, advanced optimize effluent quality, and water outlet reaches after ultraviolet disinfection《Regeneration of urban sewage
Utilize urban reclaimed water water quality》(GB_T 18920-2002) reuse of wastewater standard, effluent reuse in toilet wash by water,
Toilet floor surface flushing, surrounding green land irrigation, surrounding microlandschaft supplement use water.
Wherein the concentration fecal pollution slag of artificial grid sewage-removing machine enters fermentation vat, be added in pond crushing straw (2mm) with it is aerobic
Fermenting microbe, adjusting pH value, moisture, temperature, stirring rate and ventilatory capacity post-fermentation is organic fertilizer, is used for park maintenance and soil
Improvement.The O grades of biological treatment tank includes oxygenation slot, and dial type oxygen-increasing device is installed on the top of oxygenation slot, and the dial type increases
Oxygen device includes annular backup pad, and the downside of annular backup pad is connect with annular backup pad, and collection is arranged in the top of annular backup pad
Wind box, air collecting box body can slide on annular backup pad, and the lower part of discharge nozzle connects several stirring pipes, the upper end of stirring pipe
Inside is connected to the inside of air collecting box body, and stirring pipe passes through the middle part of annular backup pad, and oxygenation slot is protruded into the lower end of stirring pipe
Inside bottom, the side of annular backup pad connect motor, and the output shaft end of motor connects turntable, plane where turntable and annular
Plane where support plate is parallel, and the side of turntable connects transmission shaft, and for transmission shaft by shaft connection drive rod, drive rod can be
It is rotated on transmission shaft along shaft, one end of drive rod is connect with the side of air collecting box body, and the side of air collecting box body is connected to ventilation
It is connected to inside hose, one end inside of vent hose and the air outlet of blower, the lower part side of oxygenation slot is connected to feed pipe, feeds
Pipe is connected to O grades of biological treatment tanks, and the lower part other side of oxygenation slot is connected to discharge nozzle, and discharge nozzle is connected to Multistage filtering device.
Booster fan, the shell of booster fan and the case weld of air collecting box body are installed in the top of the air collecting box body, increase
It is connected to inside the air outlet of pressure fan with the inside of air collecting box body.
The side of the stirring pipe connects several stirring blades.
The lower end of the stirring pipe opens up several micropores.
The advantages of the invention patent, is:The invention patent passes through A grades of biological treatment tanks, O grades of biological treatment tanks, MBR film
Pond combines, and improves the removal efficiency of organic matter of sewage matter, nitrogen phosphorus.The MBR membrane cisterna of the invention patent can make raw by A grades
Activated sludge and water body separation in the sanitary sewage of object processing pond and O grades of biological treatment tank fermentation process, enable recycle-water
Further purified.The artificial grid sewage-removing machine of the invention patent can carry out primary filtration to sanitary sewage, by excrement slag point
From.The Multistage filtering device of the invention patent can be further excellent by the effluent quality of MBR membrane cisterna in conjunction with RO counter-infiltration system
Change, reaches《Urban sewage reutilization urban reclaimed water water quality》(GB_T18920-2002) reuse of wastewater standard.This hair
Excess sludge and excrement slag can ferments for organic fertilizer by the fermentation vat of bright patent, applied to afforestation and soil improvement.This hair
Bright patent also have the advantages that it is simple for structure it is compact, manufacturing cost is cheap, waste resource recycling and reusing and using easy.
Detailed description of the invention
Attached drawing is used to provide to further understand the invention patent, and constitutes part of specification, with the present invention
The embodiment of patent is used to explain the present invention patent together, does not constitute the limitation to the invention patent.In the accompanying drawings:
Fig. 1 is the structural schematic diagram of the invention patent;
Fig. 2 is the enlarged structure schematic diagram of O grades of biological treatment tanks 4;
Specific embodiment
It is illustrated below in conjunction with preferred embodiment of the attached drawing to the invention patent, it should be understood that described herein excellent
It selects embodiment to be merely to illustrate and explain the present invention patent, is not intended to limit the present invention patent.
Without pipe network domestic sewerage total system, as Figure 1-Figure 2, including septic tank 1, artificial grid sewage-removing machine 2,
Conditioning tank 25, A grade biological treatment tank 3, O grades of biological treatment tanks 4, MBR membrane cisterna 5, Multistage filtering device 6, RO reverse osmosis unit 7,
The discharge port of disinfection by ultraviolet light pond 26, sludge-tank 8, Sewage treatment pond 9, fermentation vat 27 and septic tank 1 and artificial grid sewage-removing machine 2
Feed inlet connection, the inlet communication of the discharge port of artificial grid sewage-removing machine 2 and conditioning tank 25, the outlet of conditioning tank 25 with A grades
The feed inlet of biological treatment tank 3 is connected to, and the discharge port of A grades of biological treatment tanks 3 is connected to the feed inlet of O grades of biological treatment tanks 4, O
The discharge port of grade biological treatment tank 4 is connected to the feed inlet of MBR membrane cisterna 5, the sludge reflux of MBR membrane cisterna 5 to A grades of biological treatment tanks
3, MBR membrane cisterna, 5 excess sludge is connected to the feed inlet of sludge-tank 8, the material outlet of MBR membrane cisterna 5 and Multistage filtering device 6 into
Material mouth connection, the discharge port of Multistage filtering device 6 are connected to the inlet of RO reverse osmosis unit 7, the waste water of RO reverse osmosis unit 7
Outlet is connected to the wastewater inlet in Sewage treatment pond 9, and the feed inlet in 7 liquid outlet of RO reverse osmosis unit and disinfection by ultraviolet light pond 26 connects
Logical, the air outlet of blower 10 is connected to the inside of O grades of biological treatment tanks 4 and MBR membrane cisterna 5, artificial grid sewage-removing machine 2 and sludge-tank
8 discharge ports are connected to 27 feed inlet of fermentation vat.
Waste mixture removes solid impurity through septic tank primary filtration, and it is outstanding to remove bulky grain by artificial grid sewage-removing machine
After floating object, into conditioning tank, gone under the action of microorganism by conditioning tank regulating water quality, water subsequently into AO biochemistry pool
Except organic substance, the denitrogenation dephosphorizing in sewage, water outlet enters MBR membrane cisterna, organic matter, ammonia nitrogen, phosphoric acid in in-depth removal sewage
Salt etc. improves the removal rate of organic substance and nitrogen phosphorus;The sludge reflux of O grades of biochemistry pools and MBR membrane cisterna is remaining to A grades of biochemistry pools
Sludge is transported to sludge-tank and is concentrated;The water outlet of MBR membrane cisterna enters in sand filtration-carbon filtration-refined filtration combination filtration system, removal
SS, turbidity, heavy metal and other substances improve effluent quality, and water outlet enters RO counter-infiltration system, advanced optimizes water outlet water
Matter, water outlet reach after ultraviolet disinfection《Urban sewage reutilization urban reclaimed water water quality》GB_T 18920-2002 sewage is again
It makes profits with standard, effluent reuse supplements use in toilet bath, toilet floor surface flushings, surrounding green land irrigation, surrounding microlandschaft
Water.
Wherein the concentration fecal pollution slag of artificial grid sewage-removing machine 2 enters fermentation vat 27, be added in pond crushing straw 2mm with it is aerobic
Fermenting microbe, adjusting pH value, moisture, temperature, stirring rate and ventilatory capacity post-fermentation is organic fertilizer, is used for park maintenance and soil
Improvement.
The O grades of biological treatment tank 4 includes oxygenation slot 23, and dial type oxygen-increasing device is installed on the top of oxygenation slot 23, described
Dial type oxygen-increasing device includes annular backup pad 24, and the downside of annular backup pad 24 is connect with annular backup pad 23, annular brace
Air collecting box body 12 is arranged in the top of plate 24, and air collecting box body 12 can slide on annular backup pad 24, and the lower part of discharge nozzle 21 connects
Several stirring pipes 18 are connect, are connected to inside the upper end of stirring pipe 18 with the inside of air collecting box body 12, stirring pipe 18 passes through annular brace
The inside bottom of oxygenation slot 23 is protruded into the middle part of plate 24, the lower end of stirring pipe 18, and the side of annular backup pad 24 connects motor 17,
The output shaft end of motor 17 connects turntable 16, and 16 place plane of turntable is parallel with 24 place plane of annular backup pad, turntable 16
Side connect transmission shaft 15, transmission shaft 15 by shaft connection drive rod 14, drive rod 14 can on transmission shaft 15 along
Shaft rotation, one end of drive rod 14 are connect with the side of air collecting box body 12, and the side of air collecting box body 12 is connected to vent hose 11,
It being connected to inside one end of vent hose 11 with inside the air outlet of blower 10, the lower part side of oxygenation slot 23 is connected to feed pipe 22,
Feed pipe 22 is connected to O grades of biological treatment tanks 4, and the lower part other side of oxygenation slot 23 is connected to discharge nozzle 21, discharge nozzle 21 and multistage
Filter device 6 is connected to.
The invention patent is additionally arranged dial type oxygen-increasing device on oxygenation slot 23, and dial type oxygen-increasing device can think oxygenation
Sewage is stirred by stirring pipe 18 while sewage inside slot 23 is passed through air, the air exported due to stirring pipe 18
It can gradually be flowed up inside sewage, stirring pipe 18 can generate during stirring between sewage and stirring pipe 18 can be square
Just the conveyor zones that gas passes through, so that the gas for allowing 18 delivery outlet of stirring pipe to export can pass through from non-densified regions, to allow
Air can be improved more fully aerobic inside sewage with waste water to improve the oxygen content inside sewage
Breath bacteria is in solid-liquid combination state since the sludge concentration inside arrival oxygenation slot 23 is higher to the processing speed of sewage,
Therefore when stirring pipe 18 is stirred sewage, the region positioned at 18 direction of advance rear of stirring pipe is due to the smaller meeting shape of pressure
At conveyor zones, gas is facilitated to pass through.The motor 17 of the invention patent can pass through transmission shaft 15, turntable 16 and drive rod 14
In conjunction with the horizontal sliding on annular backup pad 24 of air collecting box body 12 is driven, so that stirring pipe 18 be allowed to realize that the stirring to sewage is imitated
Fruit.Being combined by air collecting box body 12 with stirring pipe 18 for the invention patent, enables the air-flow of blower to imported into from the top down
In sewage inside oxygenation slot 23, the dirt inside stirring pipe 18 will be constantly blocked in so as to combine using air pressure and gravity
Water dredging, avoids stirring pipe 18 easily by sludge blockage, relative to the ventilation pipe being embedded in inside oxygenation slot 23, blocking
Risk substantially reduces.The drive rod 14, transmission shaft 15 and turntable 16 of the invention patent are steel structure, are carried out in stirring pipe 18
The phenomenon that being not in bending during stirring.
The top of the air collecting box body 12 is installed by booster fan 13, the shell of booster fan 13 and the shell of air collecting box body 12
The air outlet inside of welding, booster fan 13 is connected to the inside of air collecting box body 12.
The booster fan 13 of the invention patent can be opened when stirring pipe 18 blocks, to increase air collecting box body 12
Internal air pressure, is dredged stirring pipe 18 using hyperbar.Booster fan 13 can need higher in oxygenation slot 23 simultaneously
It is opened when oxygen content, to improve the gas output of stirring pipe 18.
The side of 2 stirring pipes 18 connects several stirring blades 19.
The stirring blade 19 of the invention patent can be improved the mixing effect of stirring pipe 18
The lower end of the stirring pipe 18 opens up several micropores 20.
The micropore 20 of the invention patent can assist stirring pipe 18 that gas is discharged.
Entire processing system, the effect played as a whole;Solve the problems, such as the sewage discharge in no pipe network area;Processing
Water can be back to use urban reclaimed water (pour public lawn, flush the toilet, wash away ground, road-cleaning), industrial water, microlandschaft and use
The links such as water save fwaater resources protection environment;Excess sludge is organic fertilizer with isolated excrement slag fermentation, be applied to park maintenance with
Soil improvement.
Use scope:It is de- that general this technique can be used in large-scale wastewater treatment plant, Industrial Wastewater Treatment, coal chemical industrial waste water
The applications such as salt, printing and dyeing high concentration wastewater treatment, landfill leachate;Our technique is combined with processing lavatory waste, by force
Adjust application scenarios.
Finally it should be noted that:The foregoing is merely the preferred embodiment of the invention patent, it is not limited to this
Patent of invention, although the invention patent is described in detail with reference to the foregoing embodiments, for those skilled in the art
For, it is still possible to modify the technical solutions described in the foregoing embodiments, or to part of technical characteristic
It is equivalently replaced.It is all the invention patent spirit and principle within, any modification, equivalent replacement, improvement and so on,
It should be comprising within the scope of protection of the patent of the invention.
Claims (7)
1. without pipe network domestic sewerage total system, it is characterised in that:Including septic tank (1), artificial grid sewage-removing machine (2),
Conditioning tank (25), A grades of biological treatment tanks (3), O grades of biological treatment tanks (4), MBR membrane cisterna (5), Multistage filtering device (6), RO are anti-
Permeability apparatus (7), disinfection by ultraviolet light pond (26), sludge-tank (8), Sewage treatment pond (9), fermentation vat (27) and septic tank (1)
Discharge port is connected to the feed inlet of artificial grid sewage-removing machine (2), discharge port and conditioning tank (25) of artificial grid sewage-removing machine (2)
Inlet communication, the outlet of conditioning tank (25) are connected to the feed inlet of A grades of biological treatment tanks (3), and A grades of biological treatment tanks (3) go out
Material mouth is connected to the feed inlet of O grades of biological treatment tanks (4), the discharge port of O grades of biological treatment tanks (4) and the charging of MBR membrane cisterna (5)
Mouthful connection, the sludge reflux of MBR membrane cisterna (5) arrive A grades of biological treatment tanks (3), MBR membrane cisterna (5) excess sludge and sludge-tank (8)
Feed inlet connection, the material outlet of MBR membrane cisterna (5) are connected to the feed inlet of Multistage filtering device (6), Multistage filtering device (6)
Discharge port be connected to the inlet of RO reverse osmosis unit (7), the wastewater outlet of RO reverse osmosis unit (7) and Sewage treatment pond
(9) wastewater inlet connection, RO reverse osmosis unit (7) liquid outlet are connected to the feed inlet of disinfection by ultraviolet light pond (26), blower
(10) air outlet is connected to the inside of O grades of biological treatment tanks (4) and MBR membrane cisterna (5), artificial grid sewage-removing machine (2) and sludge
Pond (8) discharge port is connected to fermentation vat (27) feed inlet.
2. no pipe network domestic sewerage total system according to claim 1, processing step are as follows:Waste mixture warp
Septic tank primary filtration removes solid impurity, after removing bulky grain suspended matter by artificial grid sewage-removing machine, into conditioning tank, leads to
Overregulate pond regulating water quality, water, subsequently into AO biochemistry pool, removed under the action of microorganism organic substance in sewage,
Denitrogenation dephosphorizing, water outlet enter MBR membrane cisterna, organic matter, ammonia nitrogen, phosphate etc. in in-depth removal sewage, improve organic substance and
The removal rate of nitrogen phosphorus;The sludge reflux of O grades of biochemistry pools and MBR membrane cisterna arrives A grades of biochemistry pools, and excess sludge is transported to sludge-tank and carries out
Concentration;The water outlet of MBR membrane cisterna enters in the filtration system of sand filtration-carbon filtration-refined filtration combination, removal SS, turbidity, heavy metal and its
His substance improves effluent quality, and water outlet enters RO counter-infiltration system, advanced optimizes effluent quality, and water outlet reaches after ultraviolet disinfection
It arrives《Urban sewage reutilization urban reclaimed water water quality》(GB_T 18920-2002) reuse of wastewater standard, effluent reuse
In toilet bath, toilet floor surface flushing, surrounding green land irrigation, surrounding microlandschaft supplement water.
3. no pipe network domestic sewerage total system according to claim 1, it is characterised in that:Wherein artificial grid removes
The concentration fecal pollution slag of dirty machine (2) enters fermentation vat (27), and crushing straw (2mm) and aerobic fermentation strain are added in pond, adjusts pH
Value, moisture, temperature, stirring rate and ventilatory capacity post-fermentation are organic fertilizer, are used for park maintenance and soil improvement.
4. no pipe network domestic sewerage total system according to claim 1, it is characterised in that:At the O grades of biology
Reason pond (4) includes oxygenation slot (23), and dial type oxygen-increasing device, the dial type oxygen-increasing device packet are installed in the top of oxygenation slot (23)
Include annular backup pad (24), the downside of annular backup pad (24) is connect with annular backup pad (23), annular backup pad (24) it is upper
Air collecting box body (12) are arranged in portion, and air collecting box body (12) can slide on annular backup pad (24), and the lower part of discharge nozzle (21) connects
It connects several stirring pipes (18), is connected to inside the upper end of stirring pipe (18) with the inside of air collecting box body (12), stirring pipe (18) passes through
The inside bottom of oxygenation slot (23), annular backup pad (24) are protruded into the middle part of annular backup pad (24), the lower end of stirring pipe (18)
Side connect motor (17), the output shaft end of motor (17) connects turntable (16), and plane where turntable (16) and annular are propped up
Plane where fagging (24) is parallel, and the side of turntable (16) connects transmission shaft (15), and transmission shaft (15) is connected by shaft and is driven
Bar (14), drive rod (14) can rotate on transmission shaft (15) along shaft, one end of drive rod (14) and air collecting box body
(12) side connection, the side of air collecting box body (12) are connected to vent hose (11), one end inside of vent hose (11) and wind
The lower part side of connection inside the air outlet of machine (10), oxygenation slot (23) is connected to feed pipe (22), feed pipe (22) and O grades of biologies
The lower part other side of processing pond (4) connection, oxygenation slot (23) is connected to discharge nozzle (21), discharge nozzle (21) and Multistage filtering device
(6) it is connected to.
5. no pipe network domestic sewerage total system according to claim 2, it is characterised in that:The air collecting box body
(12) booster fan (13) are installed on top, and the shell of booster fan (13) and the case weld of air collecting box body (12) are pressurized wind
It is connected to inside the air outlet of machine (13) with the inside of air collecting box body (12).
6. no pipe network domestic sewerage total system according to claim 2, it is characterised in that:The stirring pipe (18)
Side connect several stirring blades (19).
7. no pipe network domestic sewerage total system according to claim 2, it is characterised in that:The stirring pipe (18)
Lower end open up several micropores (20).
Priority Applications (1)
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CN201811035289.5A CN108911434A (en) | 2018-09-06 | 2018-09-06 | Without pipe network domestic sewerage total system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201811035289.5A CN108911434A (en) | 2018-09-06 | 2018-09-06 | Without pipe network domestic sewerage total system |
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CN108911434A true CN108911434A (en) | 2018-11-30 |
Family
ID=64408556
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Application Number | Title | Priority Date | Filing Date |
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CN201811035289.5A Pending CN108911434A (en) | 2018-09-06 | 2018-09-06 | Without pipe network domestic sewerage total system |
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CN (1) | CN108911434A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109384484A (en) * | 2018-12-26 | 2019-02-26 | 北京瑞昊肥业有限公司 | Low-energy-consumption high-efficiency farm fermentation cabin |
CN110183052A (en) * | 2019-06-17 | 2019-08-30 | 北京中科国润环保科技有限公司 | A kind of waste waste water treatment system and method |
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CN206915950U (en) * | 2017-06-02 | 2018-01-23 | 张宝爽 | A kind of processing equipment for recycling of city domestic sewage |
CN107892439A (en) * | 2017-12-12 | 2018-04-10 | 吉林省浩然环保科技有限公司 | Integrated sewage water purifying processing device |
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CN104973731A (en) * | 2015-06-29 | 2015-10-14 | 安徽省安庆市皖清环保科技有限公司 | Domestic wastewater treatment method |
CN206915950U (en) * | 2017-06-02 | 2018-01-23 | 张宝爽 | A kind of processing equipment for recycling of city domestic sewage |
CN107892439A (en) * | 2017-12-12 | 2018-04-10 | 吉林省浩然环保科技有限公司 | Integrated sewage water purifying processing device |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
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CN109384484A (en) * | 2018-12-26 | 2019-02-26 | 北京瑞昊肥业有限公司 | Low-energy-consumption high-efficiency farm fermentation cabin |
CN110183052A (en) * | 2019-06-17 | 2019-08-30 | 北京中科国润环保科技有限公司 | A kind of waste waste water treatment system and method |
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