CN105060644B - The installation method and advanced treatment method for sewage water of integrated sewage water advanced treatment apparatus - Google Patents
The installation method and advanced treatment method for sewage water of integrated sewage water advanced treatment apparatus Download PDFInfo
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Abstract
The invention discloses the installation method of integrated sewage water advanced treatment apparatus and advanced treatment method for sewage water.The biochemical treatment and the separation of sludge to sewage, filtering, progress in a device is concentrated at；By using anoxic, bio-contact oxidation, tube settling, fiber filter cloth filtering, contact sterilizing handling process, the advanced treating to sewage is realized.Deep treatment method includes anoxic pond biochemical treatment, Aerobic Pond biochemical treatment, sedimentation basin precipitation, the filtering of sludge-tank Treatment of Sludge, fiber filter cloth filtering ponds, clear water reserviors sterilization.Installation method includes installing anoxic pond, installs Aerobic Pond, install sedimentation basin, install sludge-tank, install fiber filter cloth filtering ponds, install clear water reserviors.The present invention can it is buried, half is buried or ground type is installed, easy to use, integrated design is without any auxiliary accessories, automatic running, flexible arrangement.The stable effluent quality of handling process, be up to state standards requirement, really realizes low-carbon, energy-saving run.
Description
Technical field
The present invention relates to technical field of sewage.
Background technology
With the fast development of China's economic, the discharge capacity of sanitary sewage is continuously increased, unprocessed or deal with improperly
Sanitary sewage turns into the one of the main reasons of rivers and lakes water quality deterioration.And the weight handled with China city domestic sewage
Depending on the Sewage Pollution problem of samll cities and towns and rural area becomes more prominent.Samll cities and towns and country sewage have discharge capacity
The features such as small, fluctuation is greatly, biodegradability is good, therefore many foreign uses decentralized processing pattern.Europe and the U.S. has 20%~
30% population uses decentralized wastewater treatment facility, and the population that Japan has 31% handles sanitary sewage using purification tank, disperses place
Reason is also an important measure for promoting samll cities and towns and the development of rural area public health service.
The existing major technique suitable for decentralized wastewater treatment is divided into primary treatment technique and main body handling process.Its
In, primary treatment technique includes septic tank, preliminary sedimentation tank etc., is mainly used in part and removes SS；Main body handling process include aeration tank,
Biofilter, sbr reactor device, stabilization pond, artificial swamp etc., are mainly used in removing COD, SS, or nitrogen, phosphorus.
On the whole, integral system is convenient than separate type system building, and come into operation fast, instant effect, saves and takes up an area
Area.Anaerobic technology is due to the processing water outlet water that anaerobic technology is used alone under certain condition than aerobic technical energy saving
Matter does not reach the secondary discharge standard of national regulation, so seldom referring to.The relatively artificial system cost of natural system is low, operation pipe
Reason is convenient, and energy consumption is low, but the limitation of climate condition and land area, and effluent quality is not so good as manual system.In nature
In system, soil system is good than water body system removal effect, highly reliable.In manual system, MBR goes out than traditional handicraft
Water water quality is good, the renewable reuse of sewage, and floor space is small but operational and administrative expenses is high.
In traditional handicraft, apposition growth biosystem (such as biomembrance process and BAF) with activated sludge
Method, oxidation ditch and SBR compare for the suspended growth biological systems of representative, and sludge yield is small, and system architecture is simple, but with going out
The proposition of the raising of water quality standard, particularly one-level A standards, the existing many traditional handicrafts for being subsequently need to continue additional depth
Processing unit.
A kind of trend that integrated sewage water advanced treatment apparatus is this year to develop, is suitable for being not suitable for building sewage disposal
Factory or sewage are not easy to be collected into the occasion that sewage treatment plant focuses on, such as small community, scenic spot, tourist attractions
With spot camping, hotel, school, Expressway Service etc. are various is limited by geographical position or cost of investment problem is not suitable for receiving
Pipe is collected into the occasion of center sewage plant processing.It has low energy consumption, anti impulsion load, reduced investment, operation simple and stable, management
Conveniently, the advantages of effect is good.
Integrated sewage water advanced treatment apparatus and method applicability are strong, have a wide range of application；Realize standardized designs, flowing water
Line is produced；Operational administrative is simple, dependable performance；The project implementation cycle is short, lands and realizes emission reduction；With many, fast, good, province
Feature.The universalness of this device is applied the important means as sanitary sewage disposal and reuse.
The content of the invention
The purpose of the present invention is that there is provided a kind of installation of integrated sewage water advanced treatment apparatus in view of the shortcomings of the prior art
Method and advanced treatment method for sewage water, it can more preferably more easily centering, small point source sewage carry out advanced treating.
The purpose of the present invention can be achieved through the following technical solutions：A kind of advanced treatment method for sewage water, the life to sewage
Change processing and the separation of sludge, filtering, concentrate at progress in a device；Sunk by using anoxic, bio-contact oxidation, inclined tube
Form sediment, fiber filter cloth is filtered, contact sterilizing handling process, realizes the integrated advanced treating to sewage.
The advanced treatment method for sewage water uses integrated sewage water advanced treatment apparatus, the integrated sewage water advanced treating
Device include water inlet pipe, connect the anoxic pond of water inlet pipe, Aerobic Pond, sedimentation basin, sludge-tank, fiber filter cloth filtering ponds, clear water reserviors,
Air inlet pipe, mud return line, supernatant return duct, air lift sludge pipe；The anoxic pond and the neighbouring setting of Aerobic Pond simultaneously pass through mistake
Water hole is connected；The sedimentation basin includes water distributor and outlet pipe, water distributor connection Aerobic Pond, outlet pipe connection fiber filter cloth mistake
Filter tank；The fiber filter cloth filtering ponds include discharge pipeline and filtering outlet pipe, discharge pipeline connection sludge-tank, filtering outlet pipe connection
Clear water reserviors；The anoxic pond, Aerobic Pond, sedimentation basin are all connected with air inlet pipe；The two ends of the mud return line and supernatant backflow
The two ends of pipe respectively connect anoxic pond and sludge-tank；The two ends of air lift sludge pipe connect sedimentation basin and sludge-tank respectively.
The advanced treatment method for sewage water comprises the following steps：
Step one：Anoxic pond biochemical treatment：Sewage enters anoxic pond, the boring aeration pipe of anoxic pond bottom by total water inlet
Carry out air stirring；Organic nitrogen in sewage is converted into ammonia nitrogen, NO2-N、NO3- N is converted into N2；
Step 2:Aerobic Pond biochemical treatment：Sewage enters Aerobic Pond, the micro-hole aerator of Aerobic Pond bottom by water hole
Carry out oxygen supply aeration；Mineralized nitrogen in sewage is NO2-N、NO3-N；
Step 3：Sedimentation basin is precipitated：Sewage enters sedimentation basin by water distributor water distribution uniformity, utilizes reverse-flow inclined tube filler
Carry out mud-water separation；Water after mud-water separation flows through outlet pipe into fiber filter cloth filtering ponds by effluent weir, and sludgd deposition exists
In sludge cone bucket；The sludge lifting that sludge air-lift device will be deposited in sludge cone bucket, flow through air lift mud mouth, air lift sludge pipe,
Sludge enters mud pipe, into sludge-tank；
Step 4：Sludge-tank Treatment of Sludge：Into the sludge condensation in sludge-tank and bottom is deposited in, sludge reflux pump will
Thickened sludge lifting flows through returned sludge outlet, mud return line, sludge reflux interface and enters anoxic pond；
Step 5：Fiber filter cloth filtering ponds are filtered：From sedimentation basin via outlet pipe enter fiber filter cloth filtering ponds in water,
Enter filtering rotating cylinder after fiber filter cloth is filtered, then enter clear water reserviors via the delivery port of filtering cylinder bottom；
Water enters after fiber filter cloth filtering ponds from sedimentation basin, and the suspended substance sedimentation in water is to sludge hopper, and through discharge pipeline stream
Into sludge-tank；
When fiber filter cloth is filtered, the partial suspended solid in water is retained on fiber filter cloth so that fiber filter cloth is filtered
Pressure increases in the pond body of pond, when pressure reaches preset high-pressure value, starts the fiber filter back suction pump in sludge-tank, while rotating
Filter rotating cylinder, filtrate inside fiber filter cloth from being crossing to during outside flows to sludge-tank, and fiber filter cloth is cleaned；When pressure in pond body
When being decreased to default low voltage value, stop cleaning；
Step 6：Clear water reserviors are sterilized：Into the clear water in clear water reserviors, add disinfectant through chlorination pipe and carry out disinfection, sterilize
Clear water afterwards flows out through total delivery port.
3 D elastic filler device is equipped with the anoxic pond and Aerobic Pond；The anoxic pond bottom is provided with boring aeration
Pipe, Aerobic Pond bottom is provided with micro-hole aerator；The boring aeration pipe and micro-hole aerator are respectively connected to air inlet by pipeline
Pipe；Dividing plate is provided between the anoxic pond and Aerobic Pond, dividing plate bottom opens up water hole；The Aerobic Pond is provided with and sedimentation basin cloth
The delivery port that water pipe is connected；Sludge reflux interface, supernatant return are opened up on the wall of the anoxic pond side, the sludge is returned
Stream interface, supernatant return are connected with mud return line, supernatant return duct respectively.
The sedimentation basin includes the sludge cone bucket positioned at bottom of pond, the water distributor above sludge cone bucket, positioned at water distributor
The inclined tube filler of top, sludge air-lift device, the effluent weir positioned at sedimentation basin pond body top, water outlet installed in sedimentation basin bottom
Pipe；The water distributor is connected to Aerobic Pond, and water distributor is horizontally disposed with, and opens diameter 20mm's at interval of 200mm on water distributor
Water distributing pore；One end connection effluent weir, the other end of the outlet pipe connect fiber filter cloth filtering ponds through sludge-tank.
The sludge air-lift device connects air inlet pipe by air lift air inlet pipe, connects air lift sludge by air lift sludge out pipe
Pipe.
The sludge-tank includes sludge reflux pump, the fiber filter installed in sludge-tank bottom of pond installed in sludge-tank bottom of pond
Back suction pump, returned sludge outlet, supernatant outlet, sludge enters mud pipe；Sludge reflux interface, institute are opened up on the body sidewall of anoxic pond pond
State sludge reflux pump and returned sludge outlet is connected to by pipeline, returned sludge outlet passes through mud return line and anoxic pond sludge
Return is connected；The fiber filter cloth filtering ponds are provided with backwash suction inlet, and the fiber filter cloth back suction pump connects anti-by pipeline
Wash suction inlet；The air lift sludge pipe connects sludge-tank by sludge enters mud pipe；The supernatant return duct passes through supernatant outlet
Connect sludge-tank.
The fiber filter cloth filtering ponds include filtering ponds pond body, drive device, fiber filter cloth, filtering rotating cylinder, sludge hopper, anti-
Wash suction inlet；The sludge hopper is arranged on the bottom in filtering ponds pond body；Filtering rotating cylinder is vertically arranged in upper in filtering ponds pond body
Portion, filtering rotating cylinder is located at the surface of sludge hopper；The filtering rotating cylinder is hollow cylindrical, if the side wall of filtering rotating cylinder is provided with
Dry water hole, filtering cylinder sidewall is enclosed with fiber filter cloth on outer surface；Drive device is arranged on filtering ponds pond body upper surface,
Drive device connection filtering rotating cylinder；Backwash suction inlet is arranged in housing beside filtering rotating cylinder；Set in fiber filter cloth filtering ponds pond body
There are water inlet, filtering delivery port, filtering cylinder bottom is provided with delivery port, and sludge hopper bottom is provided with mud discharging mouth, and filtering delivery port leads to
Piping is connected with filtering cylinder bottom delivery port, and the outlet pipe of sedimentation basin connects fiber filter cloth filtering ponds, row by water inlet
Mud pipe is connected to sludge hopper bottom by mud discharging mouth, and the two ends of filtering outlet pipe connect the delivery port of filtering cylinder bottom respectively
With filtering delivery port.Sludge-tank bottom is provided with fiber filter cloth back suction pump, and the backwash suction inlet of fiber filter cloth filtering ponds passes through pipeline
It is connected with fiber filter cloth back suction pump；The sludge hopper bottom of fiber filter cloth filtering ponds connects sludge-tank by discharge pipeline.
The sludge hopper is the funnel-form of the inversed-cone shape of opening upwards；Filtering rotating cylinder is that two ends sealing centre is empty
Cylindrical, the open top side diameter of sludge hopper is more than the diameter of filtering rotating cylinder；The backwash suction inlet can be with fiber filter cloth phase
Laminating；The fiber filter cloth filtering ponds also include automatic control cabinet and the liquid level gauge in filtering ponds pond body, the liquid level
Meter, fiber filter cloth back suction pump and drive device are all connected with automatic control cabinet.
The integrated sewage water advanced treatment apparatus also includes chlorination pipe；The clear water reserviors include clear water reserviors pond body, chlorination
Interface, the total delivery port for being located at pond body top；The chlorination pipe extends pond body bottom by chlorination interface.
The anoxic pond, Aerobic Pond, sedimentation basin, sludge-tank, fiber filter cloth filtering ponds, clear water reserviors are arranged in order setting.
The installation method of integrated sewage water advanced treatment apparatus, comprises the following steps：
Step one：Determine anoxic pond, Aerobic Pond, sedimentation basin, sludge-tank, fiber filter cloth filtering ponds, the installation of clear water reserviors
Position, and constructed pond body respectively；
Step 2：Anoxic pond is installed：Boring aeration pipe is installed in anoxic pond bottom, boring aeration pipe is connected by pipeline
It is connected to air inlet pipe；Sludge reflux interface, supernatant return are opened up on the wall of anoxic pond side；Connect water inlet pipe；In pond body
In fill biologic packing material；
Step 3：Aerobic Pond is installed：Micro-hole aerator is installed in Aerobic Pond bottom；Micro-hole aerator is connected by pipeline
It is connected to air inlet pipe；A delivery port for being used to connect sedimentation basin water distributor is opened up in Aerobic Pond side；Loaded quite in pond body
Thing filler；Water hole is opened up in anoxic pond and Aerobic Pond adjacent bottom；
Step 4：Sedimentation basin is installed：Sludge cone bucket is installed in sedimentation basin bottom of pond, sludge air lift is installed in sludge cone bucket bottom
Device simultaneously connects that air lift air inlet pipe is gentle to carry sludge out pipe, and air lift air inlet pipe is connected into air inlet pipe；The water above sludge cone bucket
Safety fills water distributor and water distributor water inlet is connected to the delivery port of Aerobic Pond side；Inclined tube is installed above water distributor to fill out
Material；Effluent weir is set on sedimentation basin pond body top, outlet pipe is installed；
Step 5：Sludge-tank is installed：Sludge reflux pump and fiber filter back suction pump are installed in sludge-tank bottom of pond；Install dirt
Mud enters mud pipe, returned sludge outlet is opened up on sludge-tank, supernatant outlet is opened up sideways；One end of mud return line is passed through
Returned sludge outlet is connected to sludge reflux pump, the other end and is connected to anoxic pond sludge reflux interface；By supernatant return duct
One end connection supernatant outlet, the other end are connected to anoxic pond supernatant return；One end of air lift sludge pipe is connected into gas
Put forward sludge out pipe, other end connection sludge enters mud pipe；
Step 6：Fiber filter cloth filtering ponds are installed：Including it is following step by step：
A：The water inlet for connecting sedimentation basin outlet pipe is set on the body sidewall of pond and connect sedimentation basin outlet pipe,
Filtering delivery port is set on lower sides, the discharge pipeline of connection sludge-tank is installed in bottom；Own in complete pond body to be installed
Pond body is sealed again after part and device；
B：Sludge hopper is installed：Make sludge hopper by predetermined design requirement, first connect sludge hopper bottom mud discharging mouth and
Discharge pipeline, then sludge hopper is installed to bottom in pond body；
C：Backwash suction inlet is installed：Backwash suction inlet is installed on pond body madial wall, with pipeline by the fiber filter cloth of sludge-tank
Back suction pump connects backwash suction inlet；
D：Filtering rotating cylinder and fiber filter cloth are installed：Fiber filter cloth is wrapped on filtering rotating cylinder outer surface, makes fiber filter cloth
Whole water holes on covering filtering rotating cylinder；Filtering rotating cylinder is vertically installed in pond body above sludge hopper, in the middle part of filtering rotating cylinder
Provided with a central shaft, the upper end of central shaft is passed through into pond body top end face；Connected with pipeline filtering rotating cylinder lower end delivery port and
Filter delivery port；Note enabling backwash suction inlet to fit fiber filter cloth when filtering rotating cylinder is installed；
E：Drive device is installed：Drive device is installed to pond body top and is connected with the central shaft for filtering rotating cylinder
It is good；Note enabling drive device to drive filtering drum rotation during installation；
F：Pressure sensor is installed：One is installed on pond body top end face is used for the pressure sensing of pressure in detection cell body
Device；
Step 7：Clear water reserviors are installed：Total delivery port, top, which are opened up, on pond body top opens up chlorination interface；By chlorination Guan Jing
Cross chlorination interface and extend pond body bottom；
Step 8：Debugged, complete the installation of integrated sewage water advanced treatment apparatus.
The present invention is directed to cities and towns point source sewage, uses sewage → grid → regulating reservoir → integrated sewage water advanced treating
Device → qualified discharge technological process, after the sanitary sewage is handled by the system, can reach《Urban wastewater treatment firm pollutes
Thing discharge standard》(GB18918-2002) one-level A standards in, water outlet reaches the basic demand of recycle-water.Wherein integrated sewage water
Advanced treatment apparatus is the present invention, for the major part of the technological process, using its to the middle-size and small-size point source sewage in cities and towns at
Reason, and available for the processing after the anaerobism of cultivating wastewater purification.
The present invention concentrates at two processing stages, biochemical treatment and the separation of excess sludge, filtering in one device.
Anoxic pond and Aerobic Pond are filled using the 3 D elastic filler of high-specific surface area, 3 D elastic filler using corrosion resistant,
Heatproof, ageing-resistant TPO and polyamide mixing are fabricated to strand, by strand shape with auxiliary agents such as hydrophilic, absorption, heat resistanceheat resistant oxygen
3 D elastic filler it is interspersed anchor at corrosion resistant, on the axial cord of high intensity, make strand spatially evenly distributed radiation regimes, make
Into the monomer of suspension type 3 D elastic filler, filler in effective coverage can stereoscopic and omnibearing uniformly unfold and be abound with, make gas,
Water, biomembrane obtain abundant mixed ooze and contact exchange, and biomembrane equably implantation on each strand, can not only be kept well
Activity and space changeability, and more and more big specific surface area can be obtained in the process of running, and well new old can be carried out
Metabolism.
The fiber filter cloth filtering ponds fiber filter cloth of the present invention, forms the fibrous layer of densification, with excellent in filter process
Stalling characteristic.In cleaning process, fiber is simply cleared up in backwash, is easily removed the solid of residual.It is this to change
The fiber filter cloth filtering technique entered allows it to use very thin fiber to realize corresponding high separating efficiency, while also realizing
The inflow-rate of water turbine of high hydraulic pressure, tackles extreme peak load and can realize the backwash volume ability of minimum.The fiber filter cloth filter
Continuous filtering, still can be filtered when system backwash, and filter efficiency is high.Various different accuracy types of fibers filter clothes,
Match specific application scenario.Operation maintenance cost is low, every year the maintenance time less than 10 hours.
Integrated sewage water advanced treatment apparatus buried can install, can half it is buried install, also ground type install, fiber
Filter-cloth filtering pond is not affected by the external environment, stable, reduced investment, energy consumption are low, exquisite in workmanship, simple in construction, operating cost
Low, floor space is small, maintain easily, movement is convenient, flexibility is strong, be able to can be realized in batch as gadget Emergency use
Production.The present invention is easy for installation, easy to use.The design of integration is without any auxiliary accessories, automatic running, flexible arrangement.
The stable effluent quality of handling process, be up to state standards requirement, really realizes low-carbon, energy-saving run.
Brief description of the drawings
Fig. 1 is the structural representation of the integrated sewage water advanced treatment apparatus in the embodiment of the present invention.
In figure：1-anaerobic pond, 1-1 total water inlets, 1-2 biologic packing materials, 1-3 boring aeration pipes, 1-4 supernatants backflow connects
Mouthful, 1-5 sludge reflux interfaces, 1-6 anoxic pond air inlets, 1-7 water holes；
2-Aerobic Pond, 2-1 micro-hole aerators, 2-2 Aerobic Pond air inlets, 2-3 mixed liquor manifold ports；
3-sedimentation basin, 3-1 sludge air-lift devices, 3-2 sludge cone buckets, 3-3 water distributors, 3-4 inclined tube fillers, 3-5 water outlets
Weir, 3-6 air lift air inlet pipe, 3-7 air lift sludge out pipe, 3-8 outlet pipes；
4-sludge-tank, 4-1 sludge reflux pumps, 4-2 fiber filter back suction pumps, 4-3 fiber filter cleaning devices, 4-4 backflows
Sludge outlet, 4-5 supernatant outlets, 4-6 sludge enters mud pipes；
5-fiber filter cloth filtering ponds, 5-1 drive devices, 5-2 drive shafts, 5-3 filtering rotating cylinders, 5-4 fiber filter cloths, 5-5 is anti-
Wash suction inlet, 5-6 sludge hoppers, 5-7 discharge pipelines, 5-8 filtering delivery ports, 5-9 pressure sensors；
6-clear water reserviors, 6-1 chlorination pipes, 6-2 chlorination interfaces, the total delivery ports of 6-3；
7-water inlet pipe；8-air inlet pipe；9-chlorination pipe；10-mud return line；11-supernatant return duct；12-gas
Carry sludge pipe.
Embodiment
As shown in figure 1, integrated sewage water advanced treatment apparatus, including anoxic pond 1, Aerobic Pond 2, sedimentation basin 3, sludge-tank 4,
Fiber filter cloth filtering ponds 5, clear water reserviors 6, water inlet pipe 7, air inlet pipe 8, chlorination pipe 9, mud return line 10, supernatant return duct 11,
Air lift sludge pipe 12.
Anoxic pond includes total water inlet 1-1, biologic packing material 1-2, boring aeration pipe 1-3, supernatant return 1-4, dirt
Mud return 1-5, anoxic pond air inlet 1-6, water hole 1-7.
Aerobic Pond includes micro-hole aerator 2-1, Aerobic Pond air inlet 2-2, mixed-liquor return mouthful 2-3.
Sedimentation basin includes sludge air-lift device 3-1, sludge cone bucket 3-2, water distributor 3-3, inclined tube filler 3-4, effluent weir 3-
5th, air lift air inlet pipe 3-6, air lift sludge out pipe 3-7, outlet pipe 3-8.
Sludge-tank includes sludge reflux pump 4-1, and fiber filter back suction pump 4-2, fiber filter cleaning device 4-3, backflow are dirty
Mud outlet 4-4, supernatant outlet 4-5, sludge enters mud pipe 4-6.
Fiber filter cloth filtering ponds include drive device 5-1, drive shaft 5-2 and (are arranged on the center in the middle part of filtering rotating cylinder
Axle), filtering rotating cylinder 5-3, fiber filter cloth 5-4, backwash suction inlet 5-5, sludge hopper 5-6, discharge pipeline 5-7, filtering delivery port 5-8, pressure
Force snesor 5-9.
Clear water reserviors include chlorination extension tube 6-1 (also directly can reach clear water reserviors bottom of pond without chlorination extension tube by chlorination pipe
Portion), chlorination interface 6-2, total delivery port 6-3.
3 D elastic filler device is equipped with the anoxic pond, Aerobic Pond；Boring aeration is laid in the anoxic pond bottom
Pipe, Aerobic Pond bottom sets micro-hole aerator, and the anoxic pond boring aeration pipe and Aerobic Pond micro-hole aerator respectively pass through pipeline
Externally connected steam line (air inlet pipe)；The anoxic pond opens up water hole with Aerobic Pond dividing plate bottom；The Aerobic Pond goes out
The mouth of a river is connected with sedimentation basin water distributor；Sludge reflux interface, supernatant return are opened up on the wall of the anoxic pond side, it is above-mentioned to connect
Mouth is connected with mud return line, supernatant return duct respectively.
The sedimentation basin, including sedimentation basin pond body, water distributor, taper sludge bucket, inclined tube filler, sludge air-lift device, go out
Mill weir, outlet pipe；The water distributor is connected to Aerobic Pond delivery port, and the water distributor level assembling opens one at interval of 200mm
Diameter 20mm water distributing pore；The outlet pipe passes through sludge-tank, is connected to fiber filter cloth filtering ponds.
The sludge-tank, including sludge-tank pond body, air lift sludge interface, returned sludge outlet, sludge reflux pump, fiber filter
Cloth back suction pump group into；Air lift sludge interface is connected by stripping reflux pipe with the outlet of clarifier sludge air-lift device, the backflow
It is connected inside sludge outlet with sludge reflux pump, outside is connected by mud return line with anoxic pond sludge reflux interface；It is described
Fiber filter cloth back suction pump is connected with fiber filter cloth filtration system backwash suction inlet.
The fiber filter cloth filtering ponds, including filtering ponds pond body, drive device, fiber filter cloth, filtering rotating cylinder, sludge hopper,
Backwash suction inlet；The sludge hopper is arranged on the bottom in filtering ponds pond body；Filtering rotating cylinder is vertically arranged in filtering ponds pond body
Top, filtering rotating cylinder is located at the surface of sludge hopper；The filtering rotating cylinder is hollow cylindrical, and the side wall of filtering rotating cylinder is provided with
Some water holes, filtering cylinder sidewall is enclosed with fiber filter cloth on outer surface；Drive device is arranged on filtering ponds pond body upper surface
On, drive device connection filtering rotating cylinder；Backwash suction inlet is arranged in housing beside filtering rotating cylinder；Fiber filter cloth filtering ponds pond body is set
There are water inlet (the neighbouring upper lateral part of sludge-tank one, the outlet pipe for connecting sedimentation basin), filtering delivery port (neighbouring clear water reserviors side
Bottom)；Filter cylinder bottom and be provided with delivery port, sludge hopper bottom is provided with mud discharging mouth, and filtering delivery port passes through pipeline (filtering water outlet
Pipe) it is connected with filtering cylinder bottom delivery port；Sludge-tank bottom is provided with fiber filter cloth back suction pump, fiber filter cloth filtering ponds it is anti-
Suction inlet is washed by pipeline with fiber filter cloth back suction pump to be connected；The sludge hopper bottom of fiber filter cloth filtering ponds connects dirty by discharge pipeline
Mud sump.The sludge hopper is the funnel-form of the inversed-cone shape of opening upwards；The circle that it is sky in the middle of the sealing of two ends that filtering rotating cylinder, which is,
Cylinder shape, the open top side diameter of sludge hopper is more than the diameter of filtering rotating cylinder；The filtering rotating cylinder is by horizontal punching metal
The collection rotating drum that plate is made, the backwash suction inlet can fit with fiber filter cloth；The fiber filter cloth includes base fabric and doubling is compiled
The bundle fiber in base fabric is woven in, bundle fiber is made into by the fiber of nylon and acrylic fibers blending；The fiber filter cloth filtering
Pond also includes automatic control cabinet and the liquid level gauge in filtering ponds pond body, the liquid level gauge, fiber filter cloth back suction pump and drive
Dynamic device is all connected with automatic control cabinet.
The characteristics of fiber filter cloth filtering ponds is, biological treatment of water could only be discharged by fiber filter cloth, filter cloth surface by
Gradually covered by sludge blanket, result in the increase of pressure drop.The signal control backwash suction inlet that one liquid level sensor receives pressure drop is opened
Open, clean fiber filter cloth from the necessary water of internal gathering of filtering rotating cylinder, realize the cleaning and regeneration of filter cloth.
The clear water reserviors, including clear water reserviors pond body, chlorination interface, chlorination pipe, total delivery port；The chlorination interface is by adding
Chlorine pipe is connected with chlorine system sanitizer generating apparatus；The chlorination pipe extends bottom of pond；Integrated sewage water advanced treatment apparatus clear water by
Total delivery port discharge.
Main body of the present invention uses the processing of anoxic+bio-contact oxidation+tube settling+fiber filter cloth filtering+contact sterilizing
Technique.
Biochemistry pool is divided into anoxic pond 1 and the two parts of Aerobic Pond 2.Sewage enters anoxic pond 1, anoxic pond 1 by total water inlet 1-1
The boring aeration pipe 1-3 that bottom is installed realizes air stirring and provides certain oxygen.Microorganism is in anoxic in anoxic pond 1
State, now microorganism be aerobic-anaerobic microbe, organic nitrogen in sewage is converted into ammonia nitrogen by them, at the same by the use of organic carbon source as
Electron donor, by NO2-N、NO3- N is converted into N2, also synthesize new cellular material using part organic carbon source and ammonia nitrogen.Anoxic pond
1 has organic matter removal function, while mitigate the organic loading of follow-up Aerobic Pond 2, so that nitrification is carried out, while by
High-enriched organics in sewage, complete denitrification, the final eutrophication pollution for eliminating nitrogen.
After biochemical action by anoxic pond 1, sewage enters Aerobic Pond 2 by water hole 1-7, and the bottom of Aerobic Pond 2 is installed
Micro-hole aerator 2-1 carry out oxygen supply aeration.Still there is a certain amount of organic matter into the sewage of Aerobic Pond 2 and higher nitrogen ammonia is deposited
The carbon dioxide in the inorganic carbon source produced or air is being decomposed by the use of organic matter be used as battalion by autotroph (nitrifier)
The source of supporting, makes the further oxidation Decomposition of organic matter, is NO by the mineralized nitrogen in sewage2-N、NO3-N.In anoxic pond 1 and Aerobic Pond 2
In biologic packing material 1-2 is installed, whole biochemical treatment process depends on the multiple-microorganism being attached on 3 D elastic filler
Complete.The water outlet of Aerobic Pond 2 part is back to anoxic pond 1 by mixed-liquor return mouthful 2-3 and carries out interior circulation, to reach denitrification
Purpose.
The sewage that biochemical treatment is completed possesses preferable sedimentation function, enters sedimentation basin 3 by water distributor 3-3 water distribution uniformities,
The middle and upper part of sedimentation basin 3 sets inclined tube filler 3-4, and mud-water separation is carried out using reverse-flow inclined tube filler, make use of shallow pond laminar flow to manage
By, increase desilting area, shorten the sedimentation time, raising deposition efficiency.Supernatant after mud-water separation is flowed through by effluent weir 3-5
Outlet pipe 3-8 enters fiber filter cloth filtering ponds 4, and sludgd deposition is in sludge cone bucket 3-2, and sedimentation basin sets sludge air-lift device 3-
1, compressed air is accessed by air lift air inlet 3-6, the sludge lifting that will be deposited using air lift principle in sludge cone bucket 3-2 is flowed through
Air lift mud mouth 3-7, air lift sludge pipe 12, sludge enters mud pipe 4-6, and then enter sludge-tank 4.
Sludge utilizes gravity concentration in sludge-tank 4, and the thickened sludge for being deposited in bottom is flowed through by sludge reflux pump 4-1 liftings
Returned sludge outlet 4-4, mud return line 10, sludge reflux interface 1-5 enter anoxic pond.Supernatant is by supernatant outlet 4-5
Gravity flow, flows through supernatant return duct 11, supernatant return 1-4 and enters anoxic pond.Fiber filter back suction pump 4-2 passes through pipeline
Connection fiber filter cleaning device 4-3, the backwash suction inlet for being connected to fiber filter cloth filtering ponds.
The clear water of sedimentation basin 3 enters fiber filter cloth filtering ponds 4 by outlet pipe 3-8 and carries out depth-type filtration processing, fiber filter cloth
Vertical provided with filtering rotating cylinder 5-3 in the inner chamber of filtering ponds 4, filtering rotating cylinder 5-3 is on hollow cylindrical, cylinder filtering cylinder sidewall
Water hole is opened up, rotating cylinder outer wrapping fiber filter cloth 5-4 is filtered, filtering cylinder bottom sets out the mouth of a river and is connected with clear water reserviors.Filtering turns
Cylinder is also connected with drive device 5-1 by drive shaft 5-2, drives filtering rotating cylinder 5-3 to rotate by drive device 5-1.
Filtering rotating cylinder 5-3 is the collection rotating drum that horizontal punching metallic plate is made, and assembles fitted with fiber filter cloth 5-4 anti-
Wash suction inlet 5-5 to remove the bulky grain suspension that fiber filter cloth is captured, so as to reach the effect of filtering.While backwash, driving
Device drives filtering drum rotation, reaches the effect of 360 ° of filtering rotating cylinder backwashes.
The fiber filter cloth 5-4 wrapped up on filtering rotating cylinder 5-3 is woven into base fabric by bundle fiber doubling to be made, and pencil is fine
Dimension is made into by the fiber of nylon and acrylic fibers blending, and the major advantage of bundle fiber is on the top layer of filtration condition fiber filter cloth
Compacted fibers layer is formed, fine and close surface filtering layer can intercept the various solid suspensions in medium outside, together
When fiber roots space can make again filtered fluid through gap pass through fiber filter cloth and enter filter chamber in discharge, can significantly subtract
The drag losses of few fiber filter cloth, and can improve the fineness of filtration system；Fiber filter cloth 5-4 can be according to different works
The bundle fiber of condition different with water outlet requirement selection beam diameter and different length.
Fiber filter cloth filtering ponds are different from conventional filter-cloth filtering system, and the filtering rotating cylinder is not to be horizontally arranged at an opening
Container in, but be vertically arranged to closing filtering ponds pond body in.
Fiber filter cloth filtering ponds liquid to be filtered from outside to inside, passes through this process, suspended solid quilt by filter cloth
It is retained on filter cloth.Filtrate is then from the internal flow of rotating cylinder to outlet.With the increase of suspended solid, on fiber filter cloth,
Through the increase of fiber filter cloth flowed friction, so that the pressure in filtering ponds pond body also increases.(once water can not enter liquid level in time
Enter to filter rotating cylinder so that liquid level increases pressure increase in pond body) reach default high-value (correspondence high pressure values), cleaning filter
Cycle will start.Start the fiber filter back suction pump in sludge-tank, backwash valve (in the pipeline for being located at connection backwash suction inlet) is beaten
Open, slowly rotated while filtering rotating cylinder.During backwash, filtrate is forced to lead to is crossing to outside, fiber filter cloth inside fiber filter cloth
Cleaned.Filter rotating cylinder external pressure to reduce, the near default low liquid level (correspondence low pressure values) of liquid level in pond body, backwash stops
Only, filtering rotating cylinder stops operating.
Fiber filter cloth filtering ponds set most suspended substances in bottom sludge hopper, filter process and are settled down to collection under gravity
Bucket, is back in sludge-tank through discharge pipeline.
Fiber filter cloth filtering ponds separately match somebody with somebody automatic control cabinet on machine, pass through the liquid-level switch in filtering ponds pond body
(liquid level gauge) realizes regular backwash.
In the use of the present invention, sterilization take chlorine system disinfectant (chlorine dioxide or sodium hypochlorite) can with destroying microorganisms,
Directly added to clear water reserviors bottom, and clear water and be sufficiently mixed by chlorination pipe, realize the effect of sterilization, the clear water after sterilization is reachable
Arrive《Urban wastewater treatment firm pollutant emission standard》(GB18918-2002) one-level A standards in, water outlet reaches the base of recycle-water
This requirement.
The installation method of integrated sewage water advanced treatment apparatus, comprises the following steps：
Step one：Determine anoxic pond, Aerobic Pond, sedimentation basin, sludge-tank, fiber filter cloth filtering ponds, the installation of clear water reserviors
Position, and constructed pond body respectively；
Step 2：Anoxic pond is installed：Boring aeration pipe is installed in anoxic pond bottom, boring aeration pipe is connected by pipeline
It is connected to air inlet pipe；Sludge reflux interface, supernatant return are opened up on the wall of anoxic pond side；Connect water inlet pipe；In pond body
In fill biologic packing material；
Step 3：Aerobic Pond is installed：Micro-hole aerator is installed in Aerobic Pond bottom；Micro-hole aerator is connected by pipeline
It is connected to air inlet pipe；A delivery port for being used to connect sedimentation basin water distributor is opened up in Aerobic Pond side；Loaded quite in pond body
Thing filler；Water hole is opened up in anoxic pond and Aerobic Pond adjacent bottom；
Step 4：Sedimentation basin is installed：Sludge cone bucket is installed in sedimentation basin bottom of pond, sludge air lift is installed in sludge cone bucket bottom
Device simultaneously connects that air lift air inlet pipe is gentle to carry sludge out pipe, and air lift air inlet pipe is connected into air inlet pipe；The water above sludge cone bucket
Safety fills water distributor and water distributor water inlet is connected to the delivery port of Aerobic Pond side；Inclined tube is installed above water distributor to fill out
Material；Effluent weir is set on sedimentation basin pond body top, outlet pipe is installed；
Step 5：Sludge-tank is installed：Sludge reflux pump and fiber filter back suction pump are installed in sludge-tank bottom of pond；Install dirt
Mud enters mud pipe, returned sludge outlet is opened up on sludge-tank, supernatant outlet is opened up sideways；One end of mud return line is passed through
Returned sludge outlet is connected to sludge reflux pump, the other end and is connected to anoxic pond sludge reflux interface；By supernatant return duct
One end connection supernatant outlet, the other end are connected to anoxic pond supernatant return；One end of air lift sludge pipe is connected into gas
Put forward sludge out pipe, other end connection sludge enters mud pipe；
Step 6：Fiber filter cloth filtering ponds are installed：Including it is following step by step：
A：The water inlet for connecting sedimentation basin outlet pipe is set on the body sidewall of pond and connect sedimentation basin outlet pipe,
Filtering delivery port is set on lower sides, the discharge pipeline of connection sludge-tank is installed in bottom；Own in complete pond body to be installed
Pond body is sealed again after part and device；
B：Sludge hopper is installed：Make sludge hopper by predetermined design requirement, first connect sludge hopper bottom mud discharging mouth and
Discharge pipeline, then sludge hopper is installed to bottom in pond body；
C：Backwash suction inlet is installed：Backwash suction inlet is installed on pond body madial wall, with pipeline by the fiber filter cloth of sludge-tank
Back suction pump connects backwash suction inlet；
D：Filtering rotating cylinder and fiber filter cloth are installed：Fiber filter cloth is wrapped on filtering rotating cylinder outer surface, makes fiber filter cloth
Whole water holes on covering filtering rotating cylinder；Filtering rotating cylinder is vertically installed in pond body above sludge hopper, in the middle part of filtering rotating cylinder
Provided with a central shaft (i.e. drive shaft 5-2), the upper end of central shaft is passed through into pond body top end face；Filtering rotating cylinder is connected with pipeline
Lower end delivery port and filtering delivery port；Note enabling backwash suction inlet to fit fiber filter cloth when filtering rotating cylinder is installed；
E：Drive device is installed：Drive device is installed to pond body top and is connected with the central shaft for filtering rotating cylinder
It is good；Note enabling drive device to drive filtering drum rotation during installation；
F：Pressure sensor is installed：One is installed on pond body top end face is used for the pressure sensing of pressure in detection cell body
Device；
Step 7：Clear water reserviors are installed：Total delivery port, top, which are opened up, on pond body top opens up chlorination interface；By chlorination Guan Jing
Cross chlorination interface and extend pond body bottom；
Step 8：Debugged, complete the installation of integrated sewage water advanced treatment apparatus.
Integrated sewage water advanced treatment apparatus buried can install, can half it is buried install, also ground type install, not by
External environment influence, stable, reduced investment, energy consumption is low, exquisite in workmanship, simple in construction, operating cost is low, floor space is small,
Maintain easily, movement is convenient, flexibility is strong, can be implemented as batch production as gadget Emergency use.The integration
Sewage water advanced treatment apparatus is easy to use, and integrated design is without any auxiliary accessories, automatic running, flexible arrangement.Processing
The stable effluent quality of technique, be up to state standards requirement, really realizes low-carbon, energy-saving run.
The preferred embodiments of the present invention are the foregoing is only, protection scope of the present invention not limited to this is all the present invention's
Within spirit and principle, any modification, equivalent substitution and improvements made etc. are all contained within protection scope of the present invention.
Claims (9)
1. a kind of advanced treatment method for sewage water, it is characterized in that, the biochemical treatment and the separation of sludge to sewage, filtering, assemble
Carried out in a device；By using anoxic, bio-contact oxidation, tube settling, fiber filter cloth filtering, contact sterilizing processing
Technique, realizes the integrated advanced treating to sewage；
Using integrated sewage water advanced treatment apparatus, the integrated sewage water advanced treatment apparatus includes water inlet pipe, connection water inlet
The anoxic pond of pipe, Aerobic Pond, sedimentation basin, sludge-tank, fiber filter cloth filtering ponds, clear water reserviors, air inlet pipe, mud return line, supernatant
Liquid return duct, air lift sludge pipe；The anoxic pond is connected adjacent to setting and by water hole with Aerobic Pond；The sedimentation basin bag
Include water distributor and outlet pipe, water distributor connection Aerobic Pond, outlet pipe connection fiber filter cloth filtering ponds；The fiber filter cloth filtering ponds
Including discharge pipeline and filtering outlet pipe, discharge pipeline connection sludge-tank, filtering outlet pipe connection clear water reserviors；It is the anoxic pond, aerobic
Pond, sedimentation basin are all connected with air inlet pipe；The two ends of the mud return line and the two ends of supernatant return duct respectively connect anoxic
Pond and sludge-tank；The two ends of air lift sludge pipe connect sedimentation basin and sludge-tank respectively；
The advanced treatment method for sewage water comprises the following steps：
Step one：Anoxic pond biochemical treatment：Sewage enters anoxic pond by total water inlet, and the boring aeration pipe of anoxic pond bottom is carried out
Air stirring；Organic nitrogen in sewage is converted into ammonia nitrogen, NO2-N、NO3- N is converted into N2；
Step 2:Aerobic Pond biochemical treatment：Sewage enters Aerobic Pond by water hole, and the micro-hole aerator of Aerobic Pond bottom is carried out
Oxygen supply is aerated；Mineralized nitrogen in sewage is NO2-N、NO3-N；
Step 3：Sedimentation basin is precipitated：Sewage enters sedimentation basin by water distributor water distribution uniformity；Carried out using reverse-flow inclined tube filler
Mud-water separation；Water after mud-water separation flows through outlet pipe into fiber filter cloth filtering ponds by effluent weir, and sludgd deposition is in sludge
In cone bucket；The sludge lifting that sludge air-lift device will be deposited in sludge cone bucket, flows through air lift mud mouth, air lift sludge pipe, sludge
Enters mud pipe, into sludge-tank；
Step 4：Sludge-tank Treatment of Sludge：Into the sludge condensation in sludge-tank and bottom is deposited in, sludge reflux pump will be concentrated
Sludge lifting flows through returned sludge outlet, mud return line, sludge reflux interface and enters anoxic pond；
Step 5：Fiber filter cloth filtering ponds are filtered：From sedimentation basin via outlet pipe enter fiber filter cloth filtering ponds in water, pass through
Enter filtering rotating cylinder after fiber filter cloth filtering, then enter clear water reserviors via the delivery port of filtering cylinder bottom；
Water enters after fiber filter cloth filtering ponds from sedimentation basin, and the suspended substance sedimentation in water flows to dirt to sludge hopper, and through discharge pipeline
In mud sump；
When fiber filter cloth is filtered, the partial suspended solid in water is retained on fiber filter cloth so that fiber filter cloth filtering ponds pond
Internal pressure increases, and when pressure reaches preset high-pressure value, starts the fiber filter back suction pump in sludge-tank, turns while rotating filtering
Cylinder, filtrate inside fiber filter cloth from being crossing to during outside flows to sludge-tank, and fiber filter cloth is cleaned；When pressure reduces in pond body
During to default low voltage value, stop cleaning；
Step 6：Clear water reserviors are sterilized：Into the clear water in clear water reserviors, add disinfectant through chlorination pipe and carry out disinfection, after sterilization
Clear water flows out through total delivery port.
2. advanced treatment method for sewage water according to claim 1, it is characterized in that, it is equipped with the anoxic pond and Aerobic Pond
3 D elastic filler device；The anoxic pond bottom is provided with boring aeration pipe, and Aerobic Pond bottom is provided with micro-hole aerator；It is described
Boring aeration pipe and micro-hole aerator are connected to air inlet pipe by pipeline respectively；Between the anoxic pond and Aerobic Pond be provided with every
Plate, dividing plate bottom opens up water hole；The Aerobic Pond is provided with the delivery port being connected with sedimentation basin water distributor；The anoxic pond side
Open up sludge reflux interface, supernatant return on wall, the sludge reflux interface, supernatant return respectively with sludge
Return duct, supernatant return duct are connected.
3. advanced treatment method for sewage water according to claim 2, it is characterized in that, the sedimentation basin includes the dirt positioned at bottom of pond
Mud cone bucket, the water distributor above sludge cone bucket, the inclined tube filler above water distributor, the dirt installed in sedimentation basin bottom
Mud air-lift device, the effluent weir positioned at sedimentation basin pond body top, outlet pipe；The water distributor is connected to Aerobic Pond, water distributor water
It is flat to set, diameter 20mm water distributing pore is opened on water distributor at interval of 200mm；One end connection effluent weir of the outlet pipe,
The other end connects fiber filter cloth filtering ponds through sludge-tank；The sludge air-lift device by air lift air inlet pipe connect air inlet pipe,
Air lift sludge pipe is connected by air lift sludge out pipe.
4. advanced treatment method for sewage water according to claim 1, it is characterized in that, the sludge-tank includes being arranged on sludge-tank
The sludge reflux pump of bottom of pond, the fiber filter back suction pump installed in sludge-tank bottom of pond, returned sludge outlet, supernatant outlet, dirt
Mud enters mud pipe；Sludge reflux interface is opened up on the body sidewall of anoxic pond pond, it is dirty that the sludge reflux pump is connected to backflow by pipeline
Mud is exported, and returned sludge outlet is connected by mud return line with anoxic pond sludge reflux interface；The fiber filter cloth filtering ponds
Provided with backwash suction inlet, the fiber filter cloth back suction pump connects backwash suction inlet by pipeline；The air lift sludge pipe is entered by sludge
Mud pipe connects sludge-tank；The supernatant return duct connects sludge-tank by supernatant outlet.
5. advanced treatment method for sewage water according to claim 1, it is characterized in that, the fiber filter cloth filtering ponds include filtering
Pond pond body, drive device, fiber filter cloth, filtering rotating cylinder, sludge hopper, backwash suction inlet；The sludge hopper is arranged on filtering ponds pond body
Interior bottom；Filtering rotating cylinder is vertically arranged in the top in filtering ponds pond body, and filtering rotating cylinder is located at the surface of sludge hopper；It is described
Filtering rotating cylinder is hollow cylindrical, and the side wall of filtering rotating cylinder is provided with some water holes, and filtering cylinder sidewall is wrapped up on outer surface
There is fiber filter cloth；Drive device is arranged on filtering ponds pond body upper surface, drive device connection filtering rotating cylinder；Backwash suction inlet is installed
Filtered in housing beside rotating cylinder；Fiber filter cloth filtering ponds pond body is provided with water outlet provided with filtering delivery port, filtering cylinder bottom
Mouthful, sludge hopper bottom is provided with mud discharging mouth, and filtering delivery port is connected by pipeline with filtering cylinder bottom delivery port, and sedimentation basin goes out
Water pipe connects fiber filter cloth filtering ponds by water inlet, and discharge pipeline is connected to sludge hopper bottom by mud discharging mouth, filters outlet pipe
Two ends connect respectively filtering cylinder bottom delivery port and filtering delivery port；
Sludge-tank bottom is provided with fiber filter cloth back suction pump, and the backwash suction inlet of fiber filter cloth filtering ponds passes through pipeline and fiber filter cloth
Back suction pump is connected；The sludge hopper bottom of fiber filter cloth filtering ponds connects sludge-tank by discharge pipeline.
6. advanced treatment method for sewage water according to claim 5, it is characterized in that, the sludge hopper is the rounding of opening upwards
The funnel-form of cone-shaped；The cylindrical that it is sky in the middle of the sealing of two ends that filtering rotating cylinder, which is, the open top side diameter of sludge hopper is big
In the diameter of filtering rotating cylinder；The backwash suction inlet can fit with fiber filter cloth；The fiber filter cloth filtering ponds also include automatic
Switch board and the liquid level gauge in filtering ponds pond body, the liquid level gauge and drive device are all connected with automatic control cabinet.
7. advanced treatment method for sewage water according to claim 1, it is characterized in that, the integrated sewage water advanced treatment apparatus
Also include chlorination pipe；The clear water reserviors include clear water reserviors pond body, chlorination interface, are located at total delivery port on pond body top；It is described to add
Chlorine pipe extends pond body bottom by chlorination interface.
8. advanced treatment method for sewage water according to claim 1, it is characterized in that, the anoxic pond, Aerobic Pond, sedimentation basin,
Sludge-tank, fiber filter cloth filtering ponds, clear water reserviors are arranged in order setting.
9. the installation method of integrated sewage water advanced treatment apparatus, it is characterized in that, comprise the following steps：
Step one：Anoxic pond, Aerobic Pond, sedimentation basin, sludge-tank, fiber filter cloth filtering ponds, the installation site of clear water reserviors are determined,
And the constructed pond body of difference；
Step 2：Anoxic pond is installed：Boring aeration pipe is installed in anoxic pond bottom, boring aeration pipe is connected to by pipeline
Air inlet pipe；Sludge reflux interface, supernatant return are opened up on the wall of anoxic pond side；Connect water inlet pipe；Filled in pond body
Fill in biologic packing material；
Step 3：Aerobic Pond is installed：Micro-hole aerator is installed in Aerobic Pond bottom；Micro-hole aerator is connected to by pipeline
Air inlet pipe；A delivery port for being used to connect sedimentation basin water distributor is opened up in Aerobic Pond side；Biology is filled in pond body to fill out
Material；Water hole is opened up in anoxic pond and Aerobic Pond adjacent bottom；
Step 4：Sedimentation basin is installed：Sludge cone bucket is installed in sedimentation basin bottom of pond, sludge air-lift device is installed in sludge cone bucket bottom
And connect that air lift air inlet pipe is gentle to carry sludge out pipe, air lift air inlet pipe is connected to air inlet pipe；In sludge cone bucket upper horizontal peace
Dress water distributor and the delivery port that water distributor water inlet is connected to Aerobic Pond side；Inclined tube filler is installed above water distributor；
Sedimentation basin pond body top sets effluent weir, installs outlet pipe；
Step 5：Sludge-tank is installed：Sludge reflux pump and fiber filter back suction pump are installed in sludge-tank bottom of pond；Sludge is installed to enter
Mud pipe, returned sludge outlet is opened up on sludge-tank, supernatant outlet is opened up sideways；By one end of mud return line through backflow
Sludge outlet is connected to sludge reflux pump, the other end and is connected to anoxic pond sludge reflux interface；By one end of supernatant return duct
Connection supernatant outlet, the other end are connected to anoxic pond supernatant return；One end connection air lift of air lift sludge pipe is gone out
Mud pipe, other end connection sludge enters mud pipe；
Step 6：Fiber filter cloth filtering ponds are installed：Including it is following step by step：
A：The water inlet for connecting sedimentation basin outlet pipe is set on the body sidewall of pond and sedimentation basin outlet pipe, bottom is connected
Filtering delivery port is set on the wall of side, the discharge pipeline of connection sludge-tank is installed in bottom；All parts in complete pond body to be installed
With pond body is sealed again after device；
B：Sludge hopper is installed：Sludge hopper is made by predetermined design requirement, the mud discharging mouth and spoil disposal of sludge hopper bottom is first connected
Pipe, then sludge hopper is installed to bottom in pond body；
C：Backwash suction inlet is installed：Backwash suction inlet is installed on pond body madial wall, with pipeline by the fiber filter cloth back suction of sludge-tank
Pump connects backwash suction inlet；
D：Filtering rotating cylinder and fiber filter cloth are installed：Fiber filter cloth is wrapped on filtering rotating cylinder outer surface, fiber filter cloth is covered
Filter whole water holes on rotating cylinder；Filtering rotating cylinder is vertically installed in pond body above sludge hopper, is provided with the middle part of filtering rotating cylinder
A piece central shaft, pond body top end face is passed through by the upper end of central shaft；Filtering rotating cylinder lower end delivery port and filtering are connected with pipeline
Delivery port；Note enabling backwash suction inlet to fit fiber filter cloth when filtering rotating cylinder is installed；
E：Drive device is installed：Drive device is installed to pond body top and connected with the central shaft of filtering rotating cylinder；Peace
Note enabling drive device to drive filtering drum rotation during dress；
F：Pressure sensor is installed：One is installed on pond body top end face is used for the pressure sensor of pressure in detection cell body；
Step 7：Clear water reserviors are installed：Total delivery port, top, which are opened up, on pond body top opens up chlorination interface；By chlorination pipe by adding
Chlorine interface extends pond body bottom；
Step 8：Debugged, complete the installation of integrated sewage water advanced treatment apparatus.
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| CN108623107A (en) * | 2018-07-20 | 2018-10-09 | 上海泓济环保科技股份有限公司 | Integrated sewage treating apparatus and its processing method |
| CN111111314A (en) * | 2020-03-10 | 2020-05-08 | 广东正诚环境科技有限公司 | Small-size microfiltration device |
| CN111302572A (en) * | 2020-04-02 | 2020-06-19 | 北京安力斯环境科技股份有限公司 | Container formula integration sewage treatment system |
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| CN102633411B (en) * | 2012-05-02 | 2013-12-18 | 青岛银河环保股份有限公司 | Integrated recycled water treatment device |
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Inventor after: Luo Junwei Inventor after: Qian Jin Inventor after: Cheng Yizhi Inventor after: Ji Zhihui Inventor after: He Zhiyong Inventor before: Luo Junwei Inventor before: Qian Jin |