CN206886902U - A kind of biological cycle method sewage disposal system - Google Patents

Abstract

A kind of biological cycle method sewage disposal system, including the hyperfine filtration treatment unit of sewage, regulation mixed processing unit, sludge drying dewatering unit, anoxic adsorption treatment unit, UBF efficient anaerobics processing unit, BAF BAFs unit, sbr reactor pool unit, MBBR biomembrance process processing unit, nitrification liquid refluxing portion, dephosphorization decontamination system unit, filtering clear water pool unit, derivative land use and carbon sources recycling utilize part etc..The technology combinations such as the hyperfine filtering of sewage, sewage are adjusted mixed processing by the system, the absorption of sewage anoxic, wastewater efficient Anaerobic Treatment, the processing of sewage low energy consumption biomembrance process, derivative land use, carbon sources recycling utilize, low energy consumption, low-carbon-source, take up an area small, small investment, running cost is low, intelligence degree is high, maintenance management is easy, and be better than after the dirty water decontamination handles《Urban wastewater treatment firm pollutant emission standard》（GB18918‑2002）Primary standard A standards.

Description

A kind of biological cycle method sewage disposal system

Technical field

Field of environment protection is the utility model is related to, more particularly, to town domestic sewage treatment technology.

Background technology

On April 3rd, 1914, the young sanitary engineer Edward Ardennes of two, Britain and William Luo Kete are delivered 《Sewage oxidation without filter tank is tested》One text, proposes the concept of " activated sludge ", indicates that activated sludge process is formally absurd fantastic first It is raw.After activated sludge process is born, begin one's study rapidly all over the world, and set about actual construction sewage treatment plant.Nineteen twenty-three, China First wastewater treatment plant using activated sludge process is built up in Shanghai North, and daily handling ability is 3500 cubic metres.Hereafter several years, Shanghai East and West sewage treatment plant also build up in succession, and day output is respectively 1.7 ten thousand steres and 1.5 ten thousand steres.

Today after a century, at least 50000 wastewater treatment plant using activated sludge process are being run all over the world, daily processing The sewage of at least 5 billion cubic meters.It is no exaggeration to say that the world of no activated sludge process will be difficult to imagine.So, it is living Property sludge be how mankind continuous service a century.

First, this " simple " for being attributable to activated sludge process.One aeration tank, a sedimentation basin, along with backflow, i.e., Activated Sludge System can be formed, completes sewage disposal basic function.It is simple to mean reliably, it is meant that can to popularize, also mean Relatively low processing cost.Secondly, it is also major reason that activated sludge process is " powerful ".Especially activated sludge process is derived from Natural biotechnology, this is perhaps that it has the basic reason of powerful vitality.

While the huge historical action of activated sludge process certainly, it is necessary to see that it is big in two increasingly highlighted under the new situation Defect：

First, activated sludge process needs a large amount of power consumptions, it is important carbon emission source.According to recent statistics, at the sewage in the U.S. The reason annual kilowatt hour of power consumption 30,200,000,000 altogether in 2011（Only include sewage disposal and regeneration, not including in-situ treatment, sewage collecting and Recycled water transmission ＆ distribution）, account for the 0.8% of whole society's total electricity consumption then.Japan is used as an industrialized country, sewage disposal power consumption Account for the 0.8% of the total power consumption of the whole society.The current actual sewage handling rate in China and processing standard are all relatively low, and sewage disposal power consumption accounts for The ratio of the total power consumption of the whole society is also relatively low.The high power consumption of sewage disposal, except increasing operating cost, also make important carbon Emission source.

Second, activated sludge process causes the generation of a large amount of biological sludges.U.S.'s sewage treatment industry produces sludge gross dry weight per year 7500000 tons, Europe produces 10000000 tons per year, and China produces 6000000 tons per year, total about 30,000,000 tons of the annual production in the whole world, is converted to moisture content About 1.5 hundred million tons of 80% dewatered sludge.

The biological sludge that 40% the 60% of these sludge are made up of biomass, it is special to be that living cells forms with moisture Hydrated structure.Due to large quantity of moisture and organic matter all by " parcel " in the cell, cause dewatering performance of sludge very poor, and be difficult into Row more thoroughly stabilization processes, turn into " burden " of sewage disposal.To improve sludge stabilizing effect, hot water can be used The methods of solution, ultrasonic wave, microwave, focusing electric pulse and biological enzyme hydrolysis, pre-processes to sludge, makes the cell of living cells Wall ruptures, and discharges moisture and organic matter therein, improves dewatering and stable degree, but these Facilities Constructions and operation into This is higher, and that actually builds up is also few.

Activated sludge process realizes that sewage treatment function is using high energy consumption as cost, and these energy consumptions be used to supply oxygen for microorganism The organic matter in sewage is decomposed, and these organic matters are energy carrier in itself.Therefore, activated sludge process is visually expressed as The technology of " energy is destroyed with energy ", and the technology of " emission reduction water pollutant, increasing row's greenhouse gases ".

China People University Environment Academy vice-president Wang Hongchen talks about in " the 8th Environmental Technology forum "：It is although active dirty Mud method also inertially can continue to service for the mankind, but we it is reasonable that, it will not persistently turn into the main flow skill of next 100 years Art.

The major function of sewage disposal is organics removal and inorganic nutrient substance, and the former causes black and odorous water, and the latter is then It is the root of eutrophication.50% or so organic matter is resolved into water and carbon dioxide by activated sludge process, and another part synthesizes Biomass, while " destroying energy with energy ", produce a large amount of reluctant biological sludges.

Therefore, people naturally enough wish that sewage disposal is that anaerobism is produced after anaerobism production capacity or separation are carried out to organic matter first Can, rather than aerobic oxidation decomposes and synthesis.If organic matter is separated or handled first, will be left in sewage pending Inorganic nutrient substance.Phos can generally be realized by biological or chemical process and efficiently removed, in the absence of technology barrier, problem master Concentrate on the removal of inorganic nitrogen.Ammonia nitrogen is generally converted into nitrogen by nitrification and denitrification process, and nitrifying process needs A large amount of energy consumptions, therefore people are seeking low energy consumption nitration processes always.In addition, denitrification process needs to consume a large amount of carbon sources, such as Fruit organic matter is separated first, and denitrification can not then be carried out.

If there is low energy consumption and the denitrogenation technology of low-carbon-source demand, great change will occur for sewage disposal process：Using The Anaerobic Treatment of production capacity substitutes the Aerobic Process for Treatment of high energy consumption, first by organic matter removal and recovers energy, and then again by inorganic nitrogen Carry out low energy consumption removal.Discovery, research and the practice of Anammox phenomenon are possible to allow this imagination to come true.

Professor Wang Hongchen represents to think that activated sludge has 3 direction improvement mostly important till now.One is biology Film-activated sludge process（MBBR, IFAS）, second is membrane bioreactor（MBR）, the 3rd is exactly aerobic particle mud （AGS）.These three techniques just inherently greatly improve the efficiency of activated sludge, but we it has to be observed that they not It is innovation substantially, they are different degrees of while efficiency is improved to add energy consumption.Possible substitute activated sludge Following sewage treatment process is carbon nitrogen two-stage method：First the organic matter in sewage is separated, the sludge isolated is by detesting Oxygen digestion produces methane, or directly carries out Anaerobic Treatment production capacity to sewage, and the sewage containing ammonia nitrogen passes through main flow anaerobism after separation Ammoxidation carries out denitrogenation.By theoretical calculation, using activated sludge process, the pollutant of 1 population equivalent of processing needs the watt-hour of power consumption 44, And above-mentioned carbon nitrogen two-stage method is used, 24 watt-hour energy will be produced by handling the pollutant of 1 population equivalent, so that sewage treatment plant is true Just turn into " energy plant ", and sludge yield is only the 1/4 of activated sludge process.

Terminate at present,《Urban wastewater treatment firm pollutant emission standard》（GB18918-2002）Issue and implement nearly 15 Nian Liao, this standard in 2002 have the possibility substituted by new standard at any time, with the continuous improvement of environmental protection requirement, new mark Brigadier is more strict in old plant.

Therefore, develop a kind of excellent effluent quality, low energy consumption, low-carbon-source, high denitrogenation, the life of sustainable nutrient removal technology Thing round-robin method is that activated sludge innovation of the law substitute technology is imperative.

The content of the invention

The purpose of this utility model is to overcome the shortcomings of existing Wastewater Treated by Activated Sludge Process sewage, there is provided a kind of biological cycle method Sewage disposal system, by the hyperfine filtering new technology of sewage, sewage adjusts mixed processing new technology, sewage anoxic adsorbs new skill Art, wastewater efficient Anaerobic Treatment new technology, sewage low energy consumption biomembrance process handle new technology, sludge voluntarily cuts down new technology, total Phosphorus recycles new technology, wastewater land treatment new technology, derivative land use new technology, carbon sources recycling to be had using new technology etc. Combine machine, realize low energy consumption, low-carbon-source, take up an area small, small investment, running cost is low, intelligence degree is high, maintenance management It is better than after easy and the dirty water decontamination handles《Urban wastewater treatment firm pollutant emission standard》（GB18918-2002）Primary standard A Standard：pH（Dimensionless）6~9, suspension（SS）≤ 5mg/L, COD（COD）≤ 25mg/L, five-day BOD （BOD₅）≤ 6mg/L, ammonia nitrogen（NH₃-N）≤ 1.0mg/L, total phosphorus（In terms of P）≤ 0.1mg/L, total nitrogen（In terms of N）≤3.0mg/L.

The technical solution of the utility model is as follows：

A kind of biological cycle method sewage disposal system, including connected by pipeline the hyperfine filtration treatment unit of sewage, Adjust mixed processing unit, anoxic adsorption treatment unit, sludge drying dewatering unit, modified form UBF efficient anaerobics processing unit, Modified form BAF BAFs unit, modified form sbr reactor pool unit, modified form MBBR biomembrance process processing unit, dephosphorization Decontamination system unit and filtering clear water reserviors.

The sewage water inlet pipe accesses from the hyperfine filtration treatment unit of sewage, the hyperfine filtration treatment cell processing of sewage Sewage access regulation mixed processing unit afterwards.

Combined sewage access anoxic adsorption treatment unit after the regulation mixed processing cell processing.

Sewage access modified form UBF efficient anaerobic processing units after the anoxic adsorption treatment cell processing, processing production Raw excess sludge is discharged into sludge drying dewatering unit.

The sludge drying dewatering unit is arranged on above regulation mixed processing unit, and sludge condensation liquid is directly discharged into regulation In mixed processing unit.

The water outlet of the modified form UBF efficient anaerobic processing units enters mixed liquor water distributing area, and with modified form sbr reactor Pond sewage mixing divides two-way, connects modified form BAF BAF units all the way, and another way back accesses anoxic adsorption treatment Unit, the particle anaerobic sludge of rest high concentration is arranged by anaerobic sludge caused by modified form UBF efficient anaerobic processing unit processes The discharge access port that pipe adjusts mixed processing unit by being connected to is put, is discharged into regulation mixed processing unit.

The modified form BAF BAFs unit is located above modified form sbr reactor pool unit, and modified form BAF exposes Water after the processing of gas biological filter unit enters modified form sbr reactor pool unit by fluidic device, and modified form sbr reactor pond is single The blended liquid circularly enhancing pump lifting of mixed liquor in member is transmitted back to modified form BAF BAF units, mixed liquor is existed Intermittent cyclic between modified form BAF BAFs and modified form sbr reactor pond, sewage are dirty through biomembrance process and activity herein Mud method circular treatment, the sewage after the processing of sbr reactor pool unit access one-level modified form MBBR biomembrance process processing units；

Sewage access two level modified form MBBR biologies after the one-level modified form MBBR biomembrance process processing unit processes Embrane method processing unit, the nitrification liquid that the nitrification liquid generated in one-level modified form MBBR biomembrance process processing unit processes passes through bottom Hydrostatic pressure delivery pipe is connected to the discharge access port of regulation mixed processing unit, is discharged into regulation mixed processing unit；

Sewage access dephosphorization decontamination system unit after the two level modified form MBBR biomembrance process processing unit processes.

The dephosphorization decontamination system unit has a chemical dephosphorization adding equipment and disinfectant adding equipment, remaining in sewage The molysite or aluminium salt that phosphate comes with the conveying of chemical dephosphorization adding equipment react, and generate PO₄ ^3-Insoluble compound is formed, dephosphorization disappears The phosphorus containing sludge of malicious system unit precipitation enters two level modified form MBBR biomembrance process processing units bottom, passes through containing for its bottom Phosphorus sludge hydrostatic pressure delivery pipe is directly discharged into sludge drying dewatering unit, the clear water warp that dephosphorization decontamination system cell processing obtains The disinfectant contact that the conveying of disinfectant adding equipment comes, access filtering clear water reserviors after sterilization.

The filtering clear water reserviors have picked out standard discharge pipe, and water up to standard is discharged into natural water or reuse, also picked out super Sewage backflow delivery pipe is marked, the discharge access port of regulation mixed processing unit is back connected to, is discharged into regulating reservoir and handles again.

Further, the hyperfine filtration treatment unit of the sewage is ultra-fine including being followed successively by grid pond, slope climbing type from front to back Grid maker, grid slag receive transport process equipment, grid slag bath and Control System of Intelligent；The installation ultra-fine lattice of slope climbing type in grid pond Grid machine, the ultra-fine grid maker end of slope climbing type connect grid slag and receive transport process equipment, and grid slag receives the conveying end of transport process equipment Terminate the grid slag bath into rear end.

Described sewage water inlet pipe, grid pond, grid slag reception transport process equipment and Control System of Intelligent is by known Technology is realized.

The ultra-fine grid machine equipment of described slope climbing type can remove organic and inoganic solids waste more than ＞ 1mm, purpose Being that of avoiding follow-up water pump blocking causes sewage treatment facility to stop transport, and extends the life-span of elevator pump, reduces maintenance of equipment and simultaneously mitigate The organic pollution load of subsequent treatment process.

Described grid pond has the function of removing larger solid matter and SS in sanitary sewage.

Further, adjusting mixed processing unit includes regulating reservoir, sewage constant elevator pump；It is hyperfine that regulating reservoir is located at sewage Below filtration treatment unit, the sewage after the ultra-fine grid maker processing of slope climbing type enters regulating reservoir, and regulating reservoir possesses denitrification and taken off The function in nitrogen area, pond body are provided with discharge access port, sewage constant elevator pump, the flow pipe of sewage constant elevator pump are set in pond Anoxic adsorption treatment unit.

The discharge access port of regulation mixed processing unit contains nitrification liquid discharge access port, exceeded sewage is met an urgent need, and discharge connects Entrance, filter fluorescence method discharge access port, aftertreatment systems mud discharging access port.

Described regulating reservoir, sewage constant elevator pump, discharge access port and Control System of Intelligent is by known technology reality It is existing.

The flow of described sewage constant elevator pump is needed according to sewage load（m³/h）, nitrification liquid capacity of returns（m³/h） And other sewage（Exceeded sewage, filter fluorescence method, system sludge）To determine, the preferred sewage constant lifting of the utility model The optimum flow of pump is sewage load Q（m³/h）With nitrification liquid capacity of returns 2Q（m³/h）Sum.

Described sewage constant elevator pump preferably is selected from uniform mixing pollution discharging pump.

Sanitary sewage enters regulating reservoir after the ultra-fine grid maker fine filtering of slope climbing type, is discharged with one-level modified form MBBR ponds The nitrification liquid come, other sewage or sludge for being irregularly discharged into（Exceeded sewage, filter fluorescence method, aftertreatment systems are dirty Concentrate after mud, the dehydration of sludge drying pond）Mixing, completes a part of denitrification denitrogenation and cuts down part COD, its mechanism is：

After sanitary sewage mixes with nitrification liquid, other sewage in regulating reservoir, the dissolved oxygen in sewage（DO）In 0.2mg/L ~0.5mg/L, combined sewage under conditions of anoxic, and have additional carbon provide energy when（Sanitary sewage provides carbon source）, by Denitrifying bacterium is acted on, and nitrate nitrogen and nitrite nitrogen are reduced into nitrogen effusion.

Phosphorous tiny sludge is discharged into regulating reservoir with sewage or mixed liquor in nitrification liquid, other sewage, due in regulating reservoir Sewage DO be 0.2mg/L~0.5mg/L, most of phosphorus will be solidificated in tiny sludge, and regulating reservoir is subsequent treatment process again The collection location of system total phosphorus.

Sewage of the described regulating reservoir in receiving subsequent technique under the conditions of Non-energy-consumption（Nitrification liquid, exceeded sewage, filter tank are anti- Concentrate after flushing waste water and the dehydration of sludge drying pond）It is discharged into.

Described regulating reservoir collects the outer work(also with denitrogenation and removal COD with water peak regulation, water quality adjustment, total phosphorus Energy.

Sludge drying dewatering unit is arranged by grid slag bath, sludge drying pond, filter plate, filtrate, filter cloth, pressure-equalizing pipe, grid slag Pipe and excess sludge delivery pipe composition are put, is implemented by known techniques.

It is less than anoxic pond, modified form UBF efficient anaerobic tanks and two level modified form MBBR ponds at the top of described sludge drying pond More than inner horizontal 1.5m, meet that anoxic pond, efficient anaerobic tank, two level modified form MBBR pond phosphorus containing sludges or excess sludge pass through Hydrostatic pressure is transported in sludge drying pond, reduces the setting of sludge pump, reduces sewage disposal operation energy consumption.

Described grid pond, grid slag bath, sludge drying pond are located at the top or side of regulating reservoir, and sewage is ultra-fine through slope climbing type Regulating reservoir is flowed directly into after grid maker fine filtering, grid slag is transported to grid slag bath through conveying worm and makees safe disposal, sludge Concentrate after sludge drying pond is dehydrated flows directly into regulating reservoir, dewatered sludge safe disposal, the purpose is to Economization on land, throws Money and energy consumption.

Described grid pond, regulating reservoir, sludge drying Chi Chi are withstood on relative same plane, and regulating reservoir can be capped envelope Close, grid pond, sludge drying Chi Chiding can set up sunlight shed, prevent rainwater from causing sludge can not desiccation into sludge drying pond.

Further, the anoxic adsorption treatment unit includes anoxic adsorption tank, the particle of high concentration and oxygen sludge blanket, water distribution Device, strain tank and sludge overrun alarm, DO dissolved oxygen meters and excess sludge hydrostatic pressure delivery pipe；Height is provided with anoxic adsorption tank The particle and oxygen sludge blanket of concentration, bottom set water-locator, and the sewage with pressure passes through the particle of high concentration simultaneous by water-locator Oxygen sludge blanket, is stirred to sludge, forms anoxic fluid bed；Sludge overrun alarm and DO dissolved oxygens are also set in anoxic adsorption tank Instrument, bottom of pond set excess sludge hydrostatic pressure delivery pipe, connect sludge drying dewatering unit, and anoxic adsorption tank top, which is set, strains tank, Connect UBF efficient anaerobic processing units.Anoxic adsorption treatment unit is by anoxic adsorption tank, the particle of high concentration and oxygen sludge, cloth Hydrophone, strain tank and sludge overrun alarm, sludge hydrostatic pressure delivery pipe composition.

After the adjusted mixed processing of sanitary sewage, fail complete denitrifying combined sewage and be lifted into through constant elevator pump Anoxic adsorption tank, the nitrification liquid come with the backflow of modified form sbr reactor pond mix, and denitrification is carried out in anoxic adsorption tank again takes off Nitrogen.

Conveyed by the DO dissolved oxygen meters in anoxic adsorption tank to adjust mixed liquor circularly enhancing pump in modified form sbr reactor pond Sewage backflow amount, so as to by dissolved oxygen in anoxic adsorption tank（DO）Control is between 0.2mg/L~0.5mg/L.

There are the particle and oxygen sludge of high concentration in anoxic adsorption tank, Sludge Surface is accumulated very big（Between 2000~10000m²/ m Mixed liquor）, and surface has a polysaccharide clayey layer, and material suspended in sewage and colloid is to be flocculated and Adsorption 's.After larger molecular organicses jelly are adsorbed, bacterium effect is hydrolyzed first, is decomposed into small-molecule substance, then these are small Molecule provides nutriment together with dissolved organic matter for the high concentration microorganism in sludge, completes the purification of sewage.

Fail to be again introduced into anoxic adsorption tank after complete denitrifying nitrification liquid is handled by regulating reservoir and handle, in anoxic In adsorption tank under denitrifying bacterium effect, the nitrate nitrogen in sewage and nitrite nitrogen are reduced into nitrogen effusion, complete dirt The removal of total nitrogen in water, realize the preposition denitrogenation of system.

Dissolved oxygen DO in anoxic adsorption tank in sewage and the particle and oxygen sludge of high concentration maintain 0.2mg/L~ Between 0.5mg/L, the total phosphorus being lifted into from regulating reservoir is accumulated in the particle and oxygen sludge of high concentration, is completed at sanitary sewage Effective accumulation of reason system total phosphorus, the nutriment that a small amount of total phosphorus needs as sewage disposal, largely it is stored in anoxic suction In sludge in attached pond.Sludge drying is discharged into by excess sludge delivery pipe with sludge blanket height increase in anoxic adsorption tank Pond, complete the removal of total phosphorus.

Sewage pump constant is supplied water in regulating reservoir, and balanced water distribution, water receiving tank are realized by water-locator in anoxic adsorption tank Water is strained in equilibrium, and reliable upflow velocity ensures that the water outlet of anoxic adsorption tank is lost in less, alleviated without short stream, anoxic adsorption tank microorganism The load of subsequent treatment process system.

Described anoxic adsorption tank has adsorption of hydrolyzation, denitrification denitrogenation and the function of removing a large amount of COD, BOD, SS, and Build up total phosphorus then as excess sludge effluent sewerage processing system outside, realize the removal of total phosphorus.

Further, modified form UBF efficient anaerobics processing unit includes anaerobism water distributing area, modified form UBF efficient anaerobic tanks, height The particle anaerobic sludge of concentration, water-locator, high-density biology filler, strain tank, anaerobic sludge delivery pipe, collecting methane cabinet；Institute The water inlet for stating anaerobism water distributing area connects with the tank of straining on anoxic adsorption treatment unit top, modified form UBF efficient anaerobic tanks by One lattice or more lattice are formed, and high-density biology filler is set in pond, and install water-locator, and water-locator connects the delivery port of anaerobism water distributing area, Modified form UBF efficient anaerobic tanks top, which is set, strains tank connection modified form BAF BAF units, and bottom sets anaerobic sludge row Pipe is put, top also sets collecting methane cabinet；

Described modified form UBF efficient anaerobic tanks water-locator is made up of water inlet pipe, central tube and reflecting plate.

Described filler support is made up of main support beam, secondary rack beams and corrosion resistant filler branch trustship.

Described high-density biology filler is preferably fibre bundle filtration material or the big biologic packing material of other specific surface areas, filler The 30%~80% of Qu Zhanchi appearances.

Described tank of straining is formed by straining water plate, water leg and outlet pipe.

Described anaerobic sludge delivery pipe is implemented by known techniques.Anaerobic sludge in modified form UBF efficient anaerobic tanks is determined Phase is discharged by hydrostatic pressure discharge pipeline enters the dry pond of sludge outside pond, complete the processing of anaerobic sludge.

Described collecting methane cabinet is implemented by known techniques, and the biogas of collection can use as night illumination.

Dissolved oxygen in described modified form UBF efficient anaerobic tanks（DO）Control is in below 0.2mg/L.

Described modified form UBF efficient anaerobic tanks first separate to the organic matter in sewage, and the sludge isolated passes through Anaerobic digestion produces methane, and the high concentration anaerobe of the filled upper attachment of sewage after separation directly carries out biodegradation, Substantial amounts of organic pollution is removed under the conditions of Non-energy-consumption（COD）.

Described modified form UBF efficient anaerobic tanks have the function of removing a large amount of COD, BOD, SS.

Further, modified form BAF BAFs unit is by mixed liquor water distributing area, mixed liquor circularly enhancing pump, aeration Biofilter, cloth tank, filter tank filler, Self-priming jet aeration device, jet pipe and mixed-liquor return pipeline composition；The mixing The water inlet of liquid water distributing area connects with the tank of straining on modified form UBF efficient anaerobic processing units top, mixed liquor water distributing area bottom Pass through pipeline communication with modified form sbr reactor bottom of pond portion.Mixed liquor circularly enhancing pump is arranged in mixed liquor water distributing area, mixed liquor Circularly enhancing pump uses intermittent operation mode, and the flow pipe of mixed liquor circularly enhancing pump is divided into two, an access aeration life upwards Thing filter tank, Self-priming jet aeration device and jet pipe are stretched into modified form sbr reactor pool unit, and two meet mixed-liquor return pipeline company Connect anoxic absorption pool unit.

Described modified form BAF BAFs part is by patent《High-efficiency low energy consumption town domestic sewage processing system》 （ZL 2012 1 0285860.5）With《Energy-saving and emission-reducing town sewage treatment system》（ZL 2014 2 0278830.6）Technology Realize.

Described mixed liquor circularly enhancing pump uses intermittent operation mode, and circularly enhancing pump operation is with dwell time by basis Influent quality, pollutant process treatment effect and sludge aerobic digestibility determine.

Described mixed liquor circularly enhancing pump is arranged in mixed liquor water distributing area.

Described modified form BAF BAFs are placed in modified form sbr reactor Chi Chi tops upper end.

Described modified form BAF BAFs, which have, removes a large amount of COD, BOD and denitrification functions.

Further, modified form sbr reactor pond part is by sbr reactor pond, the particle aerobic activated sludge of high concentration, muddy water point From area, inclined tube filler, strain tank and hydrostatic pressure discharge pipeline composition.

Described modified form sbr reactor pond part is by patent《High-efficiency low energy consumption town domestic sewage processing system》（ZL 2012 1 0285860.5）With《Energy-saving and emission-reducing town sewage treatment system》（ZL 2014 2 0278830.6）Technology is realized.

The organic sludge that preprocessing system is discharged into carries out aerobic sigestion, digestibility more than 95% in modified form sbr reactor pond.

Sewage carries out intermittent aeration in modified form sbr reactor pond（Air is provided by Self-priming jet aeration device）, it is real Existing anoxic, aerobic alternate cycles.

Organic nitrogen in sewage, will be hydrolyzed to ammonia nitrogen quickly in biochemical treatment system, and the ammonia nitrogen in sewage is sufficient in oxygen Under conditions of, nitrite bacteria and nitrobacteria are by ammonium oxidation into nitrite nitrogen and nitrate nitrogen.Under conditions of anoxic, Consume the carbon source in sewage（COD）, acted on by denitrifying bacterium, nitrate nitrogen and nitrite nitrogen be reduced into nitrogen effusion.

The excess sludge in modified form sbr reactor pond is periodically discharged by hydrostatic pressure discharge pipeline enters regulating reservoir outside pond, most Enter anoxic adsorption tank afterwards, being discharged into sludge eventually through anoxic adsorption tank does pond, completes the processing of excess sludge.

Described modified form sbr reactor pond is placed in modified form BAF bottom.

Dissolved oxygen in described modified form sbr reactor pond（DO）Control is between 0.2mg/L~3mg/L.

Described modified form sbr reactor pond, which has, removes a large amount of COD, BOD and denitrification functions, and has to organic sludge The aerobic sigestion of effect.

Further, modified form MBBR biomembrance process processing unit is by one-level modified form MBBR ponds, biological filter with oxygen, two level Modified form MBBR ponds and each high density suspension filler, blower fan, micro- aeration induction system, mud-water separating area, filler, strain tank and nitre Change liquid hydrostatic pressure delivery pipe composition；

The one-level modified form MBBR ponds and two level modified form MBBR ponds construction are identical, and top is inhalant region, MBBR fillers Area, aeration aerobic zone and nitrification zone, bottom are settling zone and denitrification zone；

Biological filter with oxygen is intake by bottom, is connected with one-level modified form MBBR bottom of pond portion, and top is biological packing area, According to the operational mode in one-level modified form MBBR ponds, sewage carries out aerobic, anoxic treatment again in biological filter with oxygen, realizes Deep purification of waste water；Biological filter with oxygen is by top water outlet, the inhalant region on connection two level modified form MBBR ponds top；

One-level modified form MBBR bottom of pond portion settling zone is connected to nitrification liquid hydrostatic pressure delivery pipe, and nitrification liquid passes through bottom of pond hydrostatic The regulating reservoir of access regulation mixed processing unit, sewage is completed in regulating reservoir, anoxic adsorption tank outside pressure delivery pipe discharge pond The processing of denitrogenation；Nitrification liquid hydrostatic pressure delivery pipe outlet elevation less than biological filter with oxygen strain sink outlet 100mm~ 1000mm, preferably 250mm.Ensure one-level modified form MBBR ponds lowest water level, prevent blower fan from causing equipment without pressure operation for a long time Damage.

Patent is seen in described one-level modified form MBBR ponds and two level modified form MBBR ponds reaction mechanism《High-efficiency low energy consumption cities and towns Domestic sewage processing system》（ZL 2012 1 0285860.5）With《Energy-saving and emission-reducing town sewage treatment system》（ZL 2014 2 0278830.6）.

Nitrification liquid refluxing portion is made up of one-level modified form MBBR ponds bottom of pond hydrostatic pressure delivery pipe with flow controller.

Sewage carries out intermittent aeration in one-level modified form MBBR ponds, two level modified form MBBR in pond（Air is by air blower There is provided）, realize anoxic, aerobic alternate cycles.The ammonia nitrogen in sewage is under conditions of oxygen abundance simultaneously, nitrite bacteria and nitrification Bacterium is by ammonium oxidation into nitrite nitrogen and nitrate nitrogen.Under conditions of anoxic, the carbon source in sewage is consumed（COD）, by Denitrifying bacterium is acted on, and nitrate nitrogen and nitrite nitrogen are reduced into nitrogen effusion.

Described one-level modified form MBBR ponds, two level modified form MBBR ponds aerobic zone dissolved oxygen（DO）Control is in 0.2mg/L Between~2.5mg/L.

Described MBBR biomembrance process process parts a large amount of COD, BOD and denitrification functions, and organic sludge is carried out effective Aerobic sigestion.

Further, dephosphorization decontamination system unit adds including dephosphorization disinfection reactions area, chemical dephosphorization adding equipment, disinfectant Equipment, inclined tube filler, water decanter and phosphorus containing sludge hydrostatic pressure delivery pipe；Phosphorus containing sludge hydrostatic pressure delivery pipe changes positioned at two level Good figure MBBR bottom of pond portion.

The dephosphorization disinfection reactions area is located between two level modified form MBBR ponds and filtering clear water reserviors, and two level modified form MBBR bottom of pond portion is connected with dephosphorization disinfection reactions area bottom, chemical dephosphorization adding equipment, the drug tube of disinfectant adding equipment Dephosphorization disinfection reactions area bottom and middle part are stretched into, is stirred using waterpower motion, dephosphorization agent, disinfectant and sewage are fully mixed Close, complete sterilization, dephosphorization, precipitation process, have inclined tube filler in dephosphorization disinfection reactions area, top sets water decanter, and phosphorus containing sludge enters Enter two level modified form MBBR biomembrance process processing units bottom, directly arranged by the phosphorus containing sludge hydrostatic pressure delivery pipe of its bottom Enter sludge drying dewatering unit.

Sewage pump start-stop connection in described chemical dephosphorization adding equipment, the start-stop and regulating reservoir of disinfectant adding equipment It is dynamic, it is ensured that dephosphorization, decontamination system treatment effect.

Described dephosphorization disinfection reactions area has dephosphorization, sterilizing function.

Filter clear water pool unit and clear water reserviors, filter material, filtrate support, backwash system are filtered by clear water water distributing area, modified form Unite, strain tank, water quality monitoring equipment, counter-flushing liquid delivery pipe, permitted discharge delivery pipe, exceeded sewage backflow delivery pipe, valve, Flowmeter, drainage well and permitted discharge delivery pipe composition.

Fibre bundle filtration filler and gas back-flushing system, fibre bundle mistake are installed in described modified form filtering clear water reserviors Filter filler effectively removes the SS in sewage, and modified form filtering clear water reserviors periodically use gas back-flushing system, by fibre bundle mistake The SS of filter filling adsorption is backwashed and counter-flushing liquid is passed through into counter-flushing liquid discharged to regulating reservoir.

Modified form filtering clear water reserviors water outlet water is controlled by valve constant, is discharged into by permitted discharge delivery pipe, flowmeter Drainage well, receiving water body is discharged into by drainage well, or enters sewerage disposing system, realize reuse of wastewater.

Described filtering clear water reserviors have removal SS and monitor the function of water quality.

In view of the process section loss of flood peak in sewage disposal process, described anoxic adsorption tank, modified form UBF efficient anaerobic tanks Chi Ding at grade, than modified form sbr reactor pond, one-level modified form MBBR ponds, biological filter with oxygen, two level modified form MBBR ponds, modified form dephosphorization disinfection reactions area, modified form filtering clear water reserviors pond top are slightly higher.

Low energy consumption air blast part is by the blower fan of low noise, airduct, the branch pipe of the micro- aerator of connection, connection mud discharging pipe Branch pipe, the connection filtering branch pipe of clear water reserviors backwashing system, control valve and intelligence control system composition.

The blower fan of described low noise uses intermittent operation mode, and fan operation is with dwell time by according to one-level modified form MBBR ponds influent quality, pollutant process treatment effect determine.

The branch pipe of the described micro- aerator of connection, connect the branch pipe of mud discharging pipe, connect filtering clear water reserviors backwash The branch pipe of system is independently connected with airduct, and by independent Valve controlling.

BOD concentration according to entering in the influent quality of one-level modified form MBBR ponds determines one-level modified form MBBR for foundation Aeration air quantity required for pond, two level modified form MBBR ponds, removing 1kg BOD needs air about 40m³Left and right.Due to pre-treatment System has largely eliminated the BOD in sewage, actually enter one-level modified form MBBR ponds BOD only account for total BOD 20%~ 40%, so, the air quantity that blower fan is provided greatly reduces, and the energy consumed reduces more than 60% relative to common process.

Exceeded sewage emergency processing unit is made up of exceeded sewage pipe and valve.

Permitted discharge delivery pipe before described exceeded sewage pipe one end connection drainage well, one end connection counter-flushing liquid discharge Pipe, when water quality monitoring equipment feedback information shows water outlet overproof water quality in modified form filtering clear water reserviors, reached before closing drainage well Valve and nitrification liquid return valve on effluent outfall are marked, valve on exceeded sewage pipe is opened, allows exceeded sewage to pass through backwash Liquid delivery pipe enters regulating reservoir, is handled again by biological treatment system, untill up to standard.

Described exceeded effluent outfall connection counter-flushing liquid delivery pipe, avoids pipeline from repeating to set.

Mud discharging unit is discharged by each pool bottom sludge hydrostatic pressure delivery pipe, each pond separate valve, sludge hydrostatic pressure Supervisor, the branch pipe of connecting fan, house steward's valve etc. form.

Described sludge hydrostatic pressure delivery pipe is divided into two groups, and first group one end connects anoxic adsorption tank, efficient anaerobic Pond, two level modified form MBBR ponds, one end access sludge drying pond；Second group one end connects modified form SBR ponds, one-level modified form MBBR ponds, modified form filtering clear water reserviors, one end access regulating reservoir.Counter-flushing liquid delivery pipe（Containing exceeded sewage pipe）It can also access On second group of pipeline, realize that process pipe is simplified.

Described sludge hydrostatic pressure delivery pipe is all connected with blower fan, and the air pressure of blower fan ensures that sludge hydrostatic pressure is discharged The pipe moment is unimpeded.

Described sludge hydrostatic pressure delivery pipe and valve are placed on outside pond body.

Further, the utility model also includes derivative land use and carbon sources recycling utilizes part, by sunlight shed and green Plant forms.It is anti-in grid pond, regulation mixed pond, sludge drying pond upper end and anoxic adsorption tank, efficient anaerobic tank, modified form SBR Ying Chi, one-level modified form MBBR ponds, biological filter with oxygen, two level modified form MBBR ponds, modified form filtering clear water reserviors upper end are set up Sun glasshouse's canopy, it is an entirety to cover each pond.In sun glasshouse's canopy, in addition to each pond access hole is set, other spaces are adopted The pedestals such as vegetables, flowers, the carbon dioxide of each pond discharge are built with the material for having support strength（Or hydrogen sulfide）In sunlight shed Green plants carry out photosynthesis in the sun, reduce sewage treatment plant's carbon dioxide（Or hydrogen sulfide）Discharge capacity, increase Land utilization ratio, the temperature being effectively improved in sewage treatment structure, promote the growth and breeding of microorganism in pond.

Harmful gas alarm equipment and air regenerating device are set in sun glasshouse's canopy, are implemented by known techniques.

Wastewater Treatment removal process intelligent control part is by various pollutants on-line computing model, each quasi-instrument instrument The compositions such as table, all kinds of electromechanical operation controllers, sewage treatment plant builds up put into operation after, debugged by online operation, according to four Ji Butong period establishes multiple reasonable sewage disposal technology operational factors, by computer according to raw water influent quality feelings Condition, pollutant process treatment effect calculate the operation of control unit automatically, are implemented by known techniques.

This biological cycle method sewage disposal system removes most of solid matter using hyperfine filtration method, mixed using regulation It is legal to remove certain ammonia nitrogen and COD, then organic matter, total nitrogen and SS by part in anoxic absorption method removal sewage, pass through UBF efficient anaerobics digest most of organic sludge and produce methane and remove most of SS, COD, BOD, then remainder in sewage Divide organic pollution, organic sludge, ammonia nitrogen, phosphate by BAF BAFs, sbr reactor pond, the processing of MBBR biomembrance process Remove, last excrement colibacillus group removes with the improved type dephosphorization decontamination system of remaining phosphate, and hierarchical segmented staged removes Organic matter and inorganic substances in sewage, ensure that pollutants removal rate, and derivative soil and carbon sources recycling utilize, and allow dirt Water treatment plant, which becomes green, engineer's workshop.

The utility model has the following advantages that compared with existing activated sludge process, biomembrance process sewage disposal system：

1st, low energy consumption, low-carbon-source demand, denitrification effect are good.

2nd, carbon sources recycling utilizes, CO₂Discharge capacity reduces more than 95%, does not produce N₂The pernicious gases such as O.

3rd, produced without remaining organic sludge.

4th, small investment, operating cost are low.

5th, occupation of land is small, derivative land use, reduces soil input cost.

6th, it is safe and stable, reliable, automaticity is high.

7th, after device is handled, water outlet is better than sewage《Urban wastewater treatment firm pollutant emission standard》（GB18918- 2002）Primary standard A standards：pH（Dimensionless）6~9, suspension（SS）≤ 5mg/L, COD（COD）≤25mg/L、 Five-day BOD（BOD₅）≤ 6mg/L, ammonia nitrogen（NH₃-N）≤ 1.0mg/L, total phosphorus（In terms of P）≤ 0.1mg/L, total nitrogen（With N Meter）≤3.0mg/L.

Brief description of the drawings

Fig. 1 is biological round-robin method sewage disposal system overall structure diagram；

Fig. 2 is the hyperfine filtration treatment unit A of sewage, regulation mixed processing unit B and sludge drying dewatering unit D knot Structure schematic diagram；

Fig. 3 is anoxic adsorption treatment unit C and modified form UBF efficient anaerobic processing units E structural representation；

Fig. 4 is modified form BAF BAFs unit F, modified form sbr reactor pool unit G, modified form MBBR biomembranes Method processing unit H structural representation；

Fig. 5 is the structural representation that dephosphorization decontamination system unit I and modified form filter clear water reserviors J；

Fig. 6 and Fig. 6 A are the structural representation of the ultra-fine grid maker of slope climbing type.

In figure：The ultra-fine grid maker 3 of sewage water inlet pipe 1, grid pond 2, slope climbing type, grid slag receive transport process equipment 4, intelligence Apparatus control system 5, regulating reservoir 6, sewage constant elevator pump 7, discharge access port 8, Control System of Intelligent 9, grid slag bath 10, Sludge drying pond 11, filter plate 12, filtrate 13, filter cloth 14, pressure-equalizing pipe 15, grid slag delivery pipe 16, excess sludge delivery pipe 17, Anoxic adsorption tank 18, the particle of high concentration and oxygen sludge blanket 19, water-locator 20, strain tank 21, sludge overrun alarm 22, residue Sludge hydrostatic pressure delivery pipe 23, anaerobism water distributing area 24, UBF efficient anaerobic tanks 25, particle anaerobic sludge 26, the water distribution of high concentration Device 27, filler support 28, high-density biology filler 29, strain tank 30, anaerobic sludge delivery pipe 31, collecting methane cabinet 32, mixing Liquid water distributing area 33, mixed liquor circularly enhancing pump 34, BAF 35, cloth tank 36, filter tank filler 37, filtrate support 38, Self-priming jet aeration device 39, jet pipe 40, mixed-liquor return pipeline 41, sbr reactor pond 42, the aerobic activity of the particle of high concentration Sludge 43, mud-water separating area 44, inclined tube filler 45, strain tank 46, hydrostatic pressure discharge pipeline 47, one-level MBBR ponds 48, and oxygen life Thing filter tank 49, two level MBBR ponds 50, high density suspension filler 51, filler support 52, blower fan 53, micro- aeration induction system 54, mud Water Disengagement zone 55, filler 56, strain tank 57, nitrification liquid hydrostatic pressure delivery pipe 58, dephosphorization disinfection reactions area 59, chemical dephosphorization throwing Oil (gas) filling device 60, disinfectant adding equipment 61, inclined tube filler 62, water decanter 63, phosphorus containing sludge hydrostatic pressure delivery pipe 64, clear water are matched somebody with somebody Pool 65, filtering clear water reserviors 66, filter material 67, filtrate support 68, backwashing system 69, strain tank 70, water quality monitoring equipment 71, Counter-flushing liquid delivery pipe 72, permitted discharge delivery pipe 73, exceeded sewage backflow delivery pipe 74, valve 75, flowmeter 76, drainage well 77th, standard discharge pipe 78, airduct 79, the branch pipe 80 of the micro- aerator of connection, the branch pipe 81 for connecting mud discharging pipe, connection filtering Branch pipe 82, gas control valve 83, intelligence control system 84, filter tank mud discharging pipe 85, the sunlight of clear water reserviors backwashing system Canopy 86, support 87, green plants 88, fuselage 89, leg 90, lattice conveyer 91, fastener 92, reductor 93, smart machine Control system 94, body frame 95, water inlet bracket 96, climbing bracket 97, slag notch bracket 98, dirt-excluding bucket 99, baffle plate 100, module Grid 101, Teflon（Polytetrafluoroethylene (PTFE)）Guipure or grid or grid 102.

Embodiment

The utility model is described further in conjunction with drawings and examples below：

Referring to Fig. 1, this biological cycle method sewage disposal system is made up of 16 parts：First, at the hyperfine filtering of sewage Reason unit A, two be regulation mixed processing unit B, three be sludge drying dewatering unit D, four be anoxic adsorption treatment unit C, five It is modified form UBF efficient anaerobic processing units E, six be modified form BAF BAFs unit F, seven is modified form sbr reactor Pool unit G, eight be modified form MBBR biomembrance process processing units H, nine be modified form nitrification liquid refluxing portion, ten be that modified form removes Phosphorus decontamination system unit I, 11 be modified form filtering clear water reserviors J, 12 be low energy consumption aerated portion, 13 be that exceeded sewage should Anxious process part, 14 be mud discharging part, 15 be derivative land use and carbon sources recycling using part K, 16 be dirty Water treatment plant's contaminant removal process intelligent control part.

Biological cycle method sewage disposal system is adsorbed by the water inlet pipe including being sequentially connected, grid pond, regulating reservoir, anoxic Pond, UBF efficient anaerobic tanks, modified form BAF BAFs, modified form sbr reactor pond, one-level modified form MBBR ponds and oxygen Biofilter, two level modified form MBBR ponds, modified form dephosphorization disinfection reactions area, modified form filtering clear water reserviors, Sewage metering equipment, Drainage well, above-mentioned each reaction member are connected by pipeline.

The structure and technique of biological cycle method sewage disposal system each unit are as follows：

1st, referring to Fig. 2, the hyperfine filtration treatment unit A of sewage is by sewage water inlet pipe 1, grid pond 2, the ultra-fine grid of slope climbing type Machine 3, grid slag receive the composition such as transport process equipment 4 and Control System of Intelligent 5.

Sewage is collected by city planting ductwork, and the grid pond 2 of sewage-treatment plant front end, lattice are entered by wastewater influent pipeline 1 Slope climbing type ultra-fine grid maker 3 is installed, the ultra-fine grid maker 3 of slope climbing type can remove the solid matter more than 1mm, grid slag in grid pond 2 Grid slag bath 10 is delivered into by grid slag reception transport process equipment 4 to handle, grid slag periodically transports outward disposal.

Participate in Fig. 6 and Fig. 6 A, the ultra-fine grid maker of slope climbing type by fuselage 89, leg 90, lattice conveyer 91, fastener 92, Reductor 93 and the grade of Control System of Intelligent 94 composition.Fuselage 89 by body frame 95, water inlet bracket 96, climbing bracket 97, go out Cinder notch bracket 98, dirt-excluding bucket 99 and baffle plate 100 form.Lattice conveyer 91 is module grid 101, Teflon（Polytetrafluoroethylene (PTFE)） Guipure or grid or the grade of grid 102 composition.

2nd, referring to Fig. 2, regulation mixed processing unit B is by regulating reservoir 6, sewage constant elevator pump 7, discharge access port 8（Containing nitre It is dirty to change liquid discharge access port, the emergent discharge access port of exceeded sewage, filter fluorescence method discharge access port, aftertreatment systems Mud discharges access port）, and the grade of Control System of Intelligent 9 composition.

Sewage after the ultra-fine grid maker 3 of slope climbing type is handled enters regulating reservoir 6, sets sewage constant to carry in the pond of regulating reservoir 6 Pump 7 is risen, 7 preferably automated uniform mixing pollution discharging pump of sewage constant elevator pump, is characterized in：The blowdown pump installation rotates with motor shaft, production Raw extremely strong mixing power, the deposit in cesspool is stirred into suspension, discharged in suction pump, improves anti-blocking, the row of pump Dirty ability, disposably complete draining, remove contamination, except silt, saved operating cost.The flow of elevator pump is preferably sewage load 1.5~2.0 times or so, it is therefore an objective to which nitrification liquid backflow, sludge condensation liquid and the sludge reflux lifted in subsequent treatment process produces Sewage quantity, it is ensured that the realization of denitrification dephosphorization technique.Its mechanism is as follows：Sanitary sewage is through the ultra-fine grid maker fine filtering of slope climbing type Enter regulating reservoir afterwards, next nitrification liquid, other sewage or sludge for being irregularly discharged into the discharge of one-level modified form MBBR ponds（It is exceeded Concentrate after sewage, filter fluorescence method, aftertreatment systems sludge, the dehydration of sludge drying pond）Mix, in regulating reservoir 6 Dissolved oxygen in sewage（DO）In 0.2mg/L~0.5mg/L, combined sewage has additional carbon offer under conditions of anoxic During energy（Sanitary sewage provides carbon source）, acted on by denitrifying bacterium, nitrate nitrogen and nitrite nitrogen be reduced into nitrogen effusion, Complete a part of denitrification denitrogenation and cut down part COD.

Referring to Fig. 2, sludge drying dewatering unit D is by grid slag bath 10, sludge drying pond 11, filter plate 12, filtrate 13, filter cloth 14th, pressure-equalizing pipe 15, grid slag delivery pipe 16 and excess sludge delivery pipe 17 etc. form.

3rd, referring to Fig. 3, anoxic adsorption treatment unit C is by anoxic adsorption tank 18, the particle of high concentration and oxygen sludge blanket 19, cloth Hydrophone 20, strain the composition such as tank 21 and sludge overrun alarm 22, excess sludge hydrostatic pressure delivery pipe 23.

Combined sewage in the pond of regulating reservoir 6 arrives anoxic adsorption tank 18, anoxic adsorption tank 18 through the lifting of sewage constant elevator pump 7 Inner bottom part sets water-locator 20, and the sewage with pressure passes through the particle of the high concentration in anoxic adsorption tank 18 simultaneous by water-locator 20 Oxygen sludge blanket 19, is stirred to sludge, forms anoxic fluid bed.When the particle and oxygen of the high concentration in anoxic adsorption tank 18 are dirty When mud layer 19 exceedes the critical point of setting, sludge overrun alarm 22 is alarmed, and automatic or manual opens excess sludge hydrostatic pressure Valve on delivery pipe 23, excess sludge is discharged into sludge drying pond 11 by excess sludge delivery pipe 17 and be dehydrated at concentration Reason, sludge condensation liquid are directly discharged into the pond of regulating reservoir 6, and dewatered sludge periodically transports outward disposal.

It is defeated that mixed liquor circularly enhancing pump in modified form sbr reactor pond is adjusted by the DO dissolved oxygen meters in anoxic adsorption tank 18 The sewage backflow amount sent, so as to by dissolved oxygen in anoxic adsorption tank 18（DO）Control is between 0.2mg/L~0.5mg/L.

There are the particle and oxygen sludge blanket 19 of high concentration in anoxic adsorption tank 18, Sludge Surface is accumulated very big（Between 2000~ 10000m²/ m mixed liquor）, and surface has a polysaccharide clayey layer, material suspended in sewage and colloid be flocculated and Adsorption.After larger molecular organicses jelly are adsorbed, bacterium effect is hydrolyzed first, is decomposed into small-molecule substance, so These small molecules provide nutriment together with dissolved organic matter for the high concentration microorganism in sludge afterwards, complete the net of sewage Change.

Nitrification liquid is again introduced into anoxic adsorption tank 18 after being handled by regulating reservoir 6 and handled, anti-in anoxic adsorption tank 18 Under nitrifier effect, the nitrate nitrogen in sewage and nitrite nitrogen are reduced into nitrogen effusion, complete total nitrogen in sewage Remove, realize the preposition denitrogenation of system.

Dissolved oxygen DO in anoxic adsorption tank 18 in sewage and the particle and oxygen sludge blanket 19 of high concentration maintains 0.2mg/L Between~0.5mg/L, the total phosphorus being lifted into from regulating reservoir is accumulated in the particle and oxygen sludge blanket 19 of high concentration, completes life Effective accumulation of sewage disposal system total phosphorus, the nutriment that a small amount of total phosphorus needs as sewage disposal, is largely stored in In sludge in anoxic adsorption tank 18.Pass through excess sludge delivery pipe 17 with sludge blanket height increase in anoxic adsorption tank 18 Sludge drying pond 11 is discharged into, completes the removal of total phosphorus.

4th, referring to Fig. 3, modified form UBF efficient anaerobic processing unit E are by anaerobism water distributing area 24, UBF efficient anaerobic tanks 25, height The particle anaerobic sludge 26 of concentration, water-locator 27, filler support 28, high-density biology filler 29, strain tank 30, anaerobic sludge row Put pipe 31, collecting methane cabinet 32 and multigroup compose in parallel.

Sewage after the processing of anoxic adsorption tank 18, by the top of anoxic adsorption tank 18 strain tank 21 it is balanced collect to enter detest Oxygen water distributing area 24, sewage are entered in UBF efficient anaerobic tanks 25 by anaerobism water distributing area 24 by water-locator 27, UBF efficient anaerobic tanks 25 first separate to the organic matter in sewage, and the sludge isolated produces methane, the sewage quilt after separation by anaerobic digestion The high concentration anaerobe adhered on high-density biology filler 29 directly carries out biodegradation, is removed under the conditions of Non-energy-consumption a large amount of Organic pollution（COD）.

Collecting methane cabinet 32 of the caused biogas through the top of UBF efficient anaerobic tanks 25 is collected in UBF efficient anaerobic tanks 25, is used In facility night illumination.

The particle anaerobic sludge 26 of caused rest high concentration is led to by anaerobic sludge delivery pipe 31 in UBF efficient anaerobic tanks 25 Cross discharge access port 8 and be discharged into regulating reservoir 6, eventually enter into and be discharged into sludge drying pond 11 after anoxic adsorption tank 18 and handle.

Under anaerobic condition, internal phosphorus is discharged by constraining in UBF efficient anaerobic tanks 25 for polyP bacteria in sewage Hydrochlorate, energy is produced to absorb organic matter, and be converted into PHB（Poly- β hydroxybutyric acids）Store.

5th, sewage through the grid pond 2 of the design, regulating reservoir 6, anoxic adsorption tank 18, UBF efficient anaerobic tanks 25 processing after, COD, BOD clearance reach more than 80%, and the effect of key is served to mitigating and reducing aftertreatment systems operating load.

6th, referring to Fig. 4, modified form BAF BAFs unit F is by mixed liquor water distributing area 33, mixed liquor circularly enhancing pump 34th, BAF 35, cloth tank 36, filter tank filler 37, filtrate support 38, Self-priming jet aeration device 39, jet pipe 40 And the grade of mixed-liquor return pipeline 41 composition.

Modified form sbr reactor pool unit G is by sbr reactor pond 42, the particle aerobic activated sludge 43 of high concentration, mud-water separation Area 44, inclined tube filler 45, strain the composition such as tank 46 and hydrostatic pressure discharge pipeline 47.

Sewage strains the balanced collection of tank 30 after the processing of UBF efficient anaerobic tanks 25, by the top of UBF efficient anaerobic tanks 25 Mixed liquor circularly enhancing pump 34 more than a set of or a set of is installed into mixed liquor water distributing area 33, in mixed liquor water distributing area 33, mixed Close and two branch pipe(tube)s are installed on the outlet pipe of liquid circularly enhancing pump 34, a branch pipe(tube) enters in BAF BAF units BAF 35, a branch pipe(tube) enters anoxic adsorption tank 18, and mixed liquor is transported to exposure by mixed liquor circularly enhancing pump 34 In gas biofilter 35 and anoxic adsorption tank 18, the dissolved oxygen of mixed liquor（DO）It is molten in anoxic adsorption tank 18 for 2~3mg/L Solve oxygen（DO）By the Valve controlling mixed-liquor return amount on branch pipe(tube), ensure the dissolved oxygen in anoxic adsorption tank 18（DO）For 0.2 ~0.5mg/L, meet that sewage denitrification denitrogenation in anoxic adsorption tank 18 is handled.

BAF BAFs are placed in modified form sbr reactor Chi Chi tops upper end, the blended liquid circularly enhancing pump 34 of mixed liquor Lifting conveying intermittent cyclic between modified form BAF BAFs and modified form sbr reactor pond, sewage is herein through biomembrane Method and activated sludge process circular treatment, realize the combination of two kinds of sewage disposal technologies, and this process section has anoxic, good simultaneously Oxygen processing function, the organic pollution in sewage are strengthened processing, remove substantial amounts of COD, BOD, SS, ammonia nitrogen in sewage.

7th, enter mud-water separating area 44 referring to Fig. 4, sewage after BAF 35 and sbr reactor pond 42 are handled, lead to Inclined tube filler 45 is crossed by the sludge reflux carried in sewage to sbr reactor pond 42, no pump sludge reflux is realized, has reached energy-conservation Purpose.Strain tank 46 balanced collect of the sewage through the top of mud-water separating area 44 enters subsequent stage MBBR ponds 48, in sewage Degrade the PHB that stores in vivo when polyP bacteria is under the aerobic condition of sbr reactor pond 42 and produce energy, for the synthesis of cell, together When excessively absorb phosphorus, form the high sludge containing phosphorus concentration, the excess sludge in sbr reactor pond 42 passes through hydrostatic pressure discharge pipeline 47 are discharged into regulating reservoir 6, eventually enter into and are discharged into sludge drying pond 11 after anoxic adsorption tank 18 and handle.

8th, referring to Fig. 4, modified form MBBR biomembrance process processing unit H are by one-level MBBR ponds 48, biological filter with oxygen 49, two Level MBBR ponds 50 and each high density suspension filler 51, filler support 52, blower fan 53, micro- aeration induction system 54, mud-water separating area 55th, filler 56, strain tank 57 and nitrification liquid hydrostatic pressure delivery pipe 58 etc. composition.

After sewage carries out mud-water separation by mud-water separating area 44, sewage enters one-level MBBR ponds 48, and sewage is in high density Under conditions of floating stuffing 51 and blower fan 53 supply oxygen, in the presence of aerobic microbiological, organic pollution is removed.In sewage Organic nitrogen, ammonia nitrogen will be hydrolyzed to quickly in biochemical treatment system, then in one-level MBBR ponds 48 under conditions of oxygen abundance, Ammonium oxidation into nitrite nitrogen and nitrate nitrogen, is turned into nitrification liquid by nitrite bacteria and nitrobacteria, the poly- phosphorus in sewage Bacterium simultaneously under the aerobic condition of one-level MBBR ponds 48 when just degrade the PHB stored in vivo and produce energy, for the synthesis of cell, Phosphorus is excessively absorbed simultaneously, forms the high sludge containing phosphorus concentration, and nitrification liquid is discharged with phosphorus containing sludge by nitrification liquid hydrostatic pressure Pipe 58 is discharged into regulating reservoir 6, realizes nitrification liquid backflow denitrogenation processing, and phosphorus containing sludge is discharged into after eventually entering into anoxic adsorption tank 18 Sludge drying pond 11 is handled.

The one-level MBBR ponds 48 of the design have aerobic zone, nitrification zone, settling zone, denitrification zone simultaneously.

9th, sewage enters biological filter with oxygen 49 after one-level MBBR ponds 48 are handled, and biological filter with oxygen 49 has mud simultaneously Water separation, filtering, denitrification, organic pollution biological degradation function.Sewage is again introduced into after the processing of biological filter with oxygen 49 Two level MBBR ponds 50 are handled, and two level MBBR ponds 50 have the identical function of one-level MBBR ponds 48.

10th, referring to Fig. 5, dephosphorization decontamination system unit I by dephosphorization disinfection reactions area 59, chemical dephosphorization adding equipment 60, disappear Toxic agent adding equipment 61, inclined tube filler 62, water decanter 63 and phosphorus containing sludge hydrostatic pressure delivery pipe 64 etc. form.

Sewage enters the bottom of dephosphorization disinfection reactions area 59 after two level MBBR ponds 50 are handled, in sewage remaining phosphate and The molysite or aluminium salt reaction that the conveying of chemical dephosphorization adding equipment 60 comes, generate PO₄ ^3-Insoluble compound is formed, in inclined tube filler 62 In the presence of precipitate, the phosphorus containing sludge of precipitation enters the bottom of two level modified form MBBR ponds 50, then passes through phosphorus containing sludge hydrostatic pressure Delivery pipe 64 is directly discharged into sludge drying pond 11 and handled.

The disinfectant contact that the sterilized dose of conveying of adding equipment 61 of 59 top clear water of dephosphorization disinfection reactions area comes, it is big to remove excrement Clear water water distributing area 65 is discharged into after intestinal flora through water decanter 63 again.

11st, referring to Fig. 5, modified form filter clear water pool unit J by clear water water distributing area 65, filtering clear water reserviors 66, filter material 67, Filtrate support 68, backwashing system 69, strain tank 70, water quality monitoring equipment 71, counter-flushing liquid delivery pipe 72, permitted discharge discharge Pipe 73, exceeded sewage backflow delivery pipe 74, valve 75, flowmeter 76, drainage well 77 and permitted discharge delivery pipe 78 etc. form.

Sewage flows into filtering clear water reserviors 66 bottom through clear water water distributing area 65, is handled by filter material 67, removes outstanding in sewage Float（SS）Afterwards, monitored by water quality monitoring equipment 71, qualified permitted discharge is through straining tank 70, permitted discharge delivery pipe 73, valve 75th, flowmeter 76, drainage well 77, standard discharge pipe 78 are discharged into natural water or reuse.The underproof permitted discharge that fails is through straining Tank 70, exceeded sewage backflow delivery pipe 74, discharge access port 8 are discharged into regulating reservoir and handled again, untill up to standard.Cross filtering The remaining underproof permitted discharge that fails is discharged into regulating reservoir again through counter-flushing liquid delivery pipe 72, discharge access port 8 in pond 66 Secondary processing, untill up to standard.Exceeded sewage emergency processing part is made up of exceeded sewage pipe and valve.

Filter tank sludge is discharged into regulating reservoir by filter tank mud discharging pipe 85, discharge access port 8, eventually enters into anoxic adsorption tank Sludge drying pond 11 is discharged into after 18 to handle.

12nd, according to the top clear water level condition of dephosphorization disinfection reactions area 59, determine whether modified form filtering clear water reserviors 66 block up Plug, when the top clear water liquid level of dephosphorization disinfection reactions area 59 raises about 5cm or so, the valve on closing permitted discharge delivery pipe 73 75, open gas control valve 83 and supplied by connecting the branch pipe 82 of filtering clear water reserviors backwashing system, filtering is crossed to modified form Pond 66 is backwashed, and backwashing wastewater is discharged into regulating reservoir and handled again through counter-flushing liquid delivery pipe 72, discharge access port 8.

13rd, when sludge is periodically discharged in each pond, if the mud discharging mouth of pipe or sludge pipe block, single mud discharging pipe is opened Upper valve, valve on other mud discharging pipes is closed, simultaneously closes off valve on other aerating systems, to connection mud discharging pipe Branch pipe 81 is supplied, and air pressure conducting is carried out to mud discharging pipe.Mud discharging part is by each pool bottom sludge hydrostatic pressure delivery pipe, each The composition such as pond separate valve, sludge hydrostatic pressure discharge supervisor, the branch pipe of connecting fan, house steward's valve.

14th, microorganism growth question and derivative land use and carbon source are influenceed for high and cold, the high regional winter temperature of elevation Recycle, build the gardens factory being integrated with sunlight shed 86, support 87, green plants 88.

15th, after biological cycle method sewage disposal system purified treatment, discharge water is better than sewage《Urban wastewater treatment firm Pollutant emission standard》（GB18918-2002）Primary standard A standards：pH（Dimensionless）6~9, suspension（SS）≤5mg/L、 COD（COD）≤ 25mg/L, five-day BOD（BOD₅）≤ 6mg/L, ammonia nitrogen（NH₃-N）≤ 1.0mg/L, total phosphorus （In terms of P）≤ 0.1mg/L, total nitrogen（In terms of N）≤ 3.0mg/L, vegetable and animals oils≤0.2mg/L, petroleum-type≤0.1mg/L, it is cloudy from Sub- surfactant≤0.2mg/L, colourity（Extension rate）≤ 5, excrement colibacillus group number（Individual/L）≤10² 。

The system uses low energy consumption air blast, dirty by the blower fan of low noise, airduct, the branch pipe of the micro- aerator of connection, connection The branch pipe of mud delivery pipe, the branch pipe of connection filtering clear water reserviors backwashing system, control valve and intelligence control system composition.

The system uses Wastewater Treatment removal process intelligent control, by various pollutants on-line computing model, respectively The compositions such as quasi-instrument instrument, all kinds of electromechanical operation controllers.

The system is continuum micromeehanics continuous drainage, and each processing unit can be with serial or parallel connection.

Sewage of the regulating reservoir of the system in receiving subsequent technique under the conditions of Non-energy-consumption（Nitrification liquid, exceeded sewage, filter tank Concentrate after backwashing wastewater and the dehydration of sludge drying pond）It is discharged into.It is quantitative under the conditions of nitrification liquid Non-energy-consumption to be directly back to tune Save pond.

High-density biology filler is preferably fibre bundle filtration material or other specific surface areas in the UBF efficient anaerobic tanks of the system Big biologic packing material, packing area account for the 30%~80% of pond appearance.

The one-level MBBR ponds, biological filter with oxygen, two level MBBR ponds, dephosphorization disinfection reactions area and filtering clear water reserviors of the system It is respectively provided with the function in denitrification denitrogenation area.

Fibre bundle filtration filler and gas back-flushing system are installed in the filtering clear water reserviors of the system.

Embodiment

1st, sewage disposal scale is 2000 ton days（100 ton hours）.

2nd, about 708.998 ten thousand yuan, wherein about 278.682 ten thousand yuan of civil engineering, equipment, work device are invested in factory of sewage treatment plant Tool is purchased and about 430.316 ten thousand yuan of installing engineering, and ton water invests about 3544.99 yuan.

3rd, about 1575 square metres of floor space（About 2.36 mu）, unit occupied area：0.7875m²/m³Sewage, wherein having Imitate pond and hold about 3568.54 cubic metres.

4th, about 9.0082 ten thousand yuan of annual operating cost, day, total operation power charge was 246.80 yuan（0.8 yuan/kw.h of unit price）, substantially Operating cost（The electricity charge）For 0.1234 yuan/ton of sewage, ton water consume electricity is 0.15425kw.h, wherein grid maker（JSD climbs The ultra-fine grid maker of formula）Model：JSD-2000, power 0.75kw, a using and the reserved, run time 6 hours；Elevator pump （JYWQ types stir evenly proof submersible sand discharging pump automatically）Model JYWQ100-100-15-2000-7.5, the using and the reserved, run time 20 are small When；Circularly enhancing pump（QW types are without blocking proof submersible sand discharging pump）Model 200QW300-7-11, the using and the reserved, run time 8 are small When；Blower fan（HC-100S）, rotating speed 1400rpm, air quantity 4.11m³/ min, power 5.5kw, dual-purpose one is standby, run time 6 hours； Total electricity consumption 308.5kw.h/ days（Elevator pump 150kw.h/ days, circularly enhancing pump 88kw.h/ days, blower fan 66kw.h/ days, machinery Grid 4.5kw.h/ days）.

Automaticity is high, and electric control system is simple, and two people are on duty, 3000 yuan/people of monthly salary, and ton water rate is 0.10 Member.

Dephosphorization disinfectant ton water rate is 0.10 yuan.

Because the design sludge anaerobic and aerobic sigestion are abundant, about 30 tons of sludge, about 6000 yuan of disposal costs are produced per year, spread out day About 0.008 yuan of water rate of ton.

Total operation direct cost is 0.3316 yuan/ton of sewage, 663.20 yuan of day operation expense.

5th, economic benefit

About 1000 square metres of sun glasshouse's greenhouse can be built（About 1.5 mu）, income 0.07 hectare annual revenue exists if planting vegetables 20000 or so, about 30,000 yuan are taken in altogether.

6th, environmental benefit

Handled town domestic sewage water quality is as follows：COD（COD）400mg/L（Average value）, it is biochemical aerobic Amount（BOD₅）200mg/L（Average value）, suspension（SS）200mg/L（Average value）, ammonia nitrogen（In terms of N）35mg/L（Average value）、 Total phosphorus（In terms of P）5mg/L（Average value）, pH6~9.

Effluent quality after processing is as follows：COD（COD）For 20mg/L（Clearance 95%）, biochemical oxygen demand (BOD) （BOD₅）For 5mg/L（Clearance 97.5%）, suspension（SS）For 2mg/L（Clearance 99%）, ammonia nitrogen（In terms of N）For 1mg/L（Go Except rate 97.14%）, total phosphorus（In terms of P）For 0.1mg/L（Clearance 98%）, pH6~9.

Concrete processing procedure is as follows：

1）City（Town）Sewage hyperfine filtration treatment part, regulation mixed processing portion of the sanitary sewage by the design Point, sludge drying dewatering part, anoxic adsorption treatment part, modified form UBF efficient anaerobics process part processing after, remove about 80% organic pollution, positive effect is served for subsequent treatment process is energy-saving.The pollution factor mainly removed has SS, COD, BOD, ammonia nitrogen, total nitrogen, total phosphorus, vegetable and animals oils, petroleum-type, anion surfactant, colourity.

2）The improved type BAF BAFs part of sewage, modified form sbr reactor pond part, modified form MBBR biologies Embrane method process part, modified form nitrification liquid refluxing portion, modified form dephosphorization decontamination system part, modified form filtering clear water reserviors portion Divide, the processing of low energy consumption aerated portion, the carbon source that continuum micromeehanics need supplemented with every grade of technique denitrification, under conditions of low energy consumption Removal organic polluter, ammonia nitrogen, total nitrogen and total phosphorus are effectively removed, rationally using the architectural feature of single structures, is strengthened at unit Reason ability, same structures processing unit technique realize aeration, precipitation, filtering, sludge reflux, nitrification, denitrification, divide step by Walk degradation of contaminant, it is ensured that the supply of nutriment during reaction tanks at different levels, meet that microorganism grows needs, in aeration process The cutting crushing function of filler is made full use of, the dissolved oxygen ability of sewage is improved, reduces the run time of blower fan, avoid energy consumption Loss.The pollution factor mainly removed has SS, COD, BOD, ammonia nitrogen, total nitrogen, total phosphorus, colourity.

3）Exceeded sewage emergency processing part is the key of sewage treatment plant's stably reaching standard discharge, has effectively prevented not reach Mark sewage discharge enters Environment Pollution Event caused by water body.

4）Derivative land use and carbon sources recycling further comprehensively utilize regeneration soil using being partly, reduce two The discharge of carbonoxide, be advantageous to the discharge of low temp area sewage disposal stably reaching standard.

5）Wastewater Treatment removal process intelligent control part is to realize made in China 2025, realizing at sewage It is complete intelligent, full-automatic to manage factory's installation fishery, wastewater treatment efficiency is not influenceed with practitioner's quality, ensures sewage disposal emblem mark Standardization, digitization.

Application

Biological cycle method sewage disposal system can realize modular construction, be applied not only to newly-built city（Town）Sanitary sewage Processing, can also be applied to sewage treatment plant proposes mark transformation, the construction and upgrading of small town sewage treating stations.

Claims (9)

1. a kind of biological cycle method sewage disposal system, including the hyperfine filtration treatment unit of sewage, the tune connected by pipeline Section mixed processing unit, anoxic adsorption treatment unit, sludge drying dewatering unit, modified form UBF efficient anaerobics processing unit, change Good figure BAF BAFs unit, modified form sbr reactor pool unit, modified form MBBR biomembrance process processing unit, dephosphorization disappear Malicious system unit and modified form filter clear water reserviors；

Characterized in that, the sewage water inlet pipe, from the hyperfine filtration treatment unit access of sewage, the sewage access after processing is adjusted Save mixed processing unit；

Adjust the combined sewage access anoxic adsorption treatment unit after mixed processing cell processing；

Sewage access modified form UBF efficient anaerobic processing units after anoxic adsorption treatment cell processing, residue caused by processing Sludge is discharged into sludge drying dewatering unit；

Sludge drying dewatering unit is arranged on above regulation mixed processing unit, and sludge condensation liquid is directly discharged into regulation mixed processing In unit；

The water outlet access mixed liquor water distributing area of modified form UBF efficient anaerobic processing units, and with modified form sbr reactor pool unit Part of contaminated water mixing divides two-way, connects modified form BAF BAF units all the way, and another way is back accessed at anoxic absorption Unit is managed, the particle anaerobic sludge of rest high concentration is by anaerobic sludge caused by modified form UBF efficient anaerobic processing unit processes Delivery pipe adjusts the discharge access port of mixed processing unit by being connected to, and is discharged into regulation mixed processing unit；

Modified form BAF BAFs unit is located above modified form sbr reactor pool unit, the filter of modified form BAF aeration and biologicals Water after pool unit processing enters modified form sbr reactor pool unit, modified form sbr reactor pool unit inside points by fluidic device The water outlet of sewage and modified form UBF efficient anaerobic processing units is mixed in mixed liquor water distributing area, and the blended liquid circulation of mixed liquor carries Rise pump lifting and be transmitted back to modified form BAF BAF units, make mixed liquor in modified form BAF BAFs and improvement Intermittent cyclic between type sbr reactor pond, sewage is herein through biomembrance process and activated sludge process circular treatment, and sewage is through sbr reactor Sewage access one-level modified form MBBR biomembrance process processing units after pool unit processing；

Sewage access two level modified form MBBR biomembrance process processing after one-level modified form MBBR biomembrance process processing unit processes Unit, the nitrification liquid hydrostatic pressure that the nitrification liquid generated in one-level modified form MBBR biomembrance process processing unit processes passes through bottom Delivery pipe is connected to the discharge access port of regulation mixed processing unit, is discharged into regulation mixed processing unit；

Sewage access dephosphorization decontamination system unit after two level modified form MBBR biomembrance process processing unit processes；

Dephosphorization decontamination system unit has a chemical dephosphorization adding equipment and disinfectant adding equipment, in sewage remaining phosphate with The molysite or aluminium salt reaction that the conveying of chemical dephosphorization adding equipment comes, generate PO₄ ^3-Form insoluble compound, dephosphorization decontamination system list The phosphorus containing sludge of member precipitation enters two level MBBR biomembrance process processing units bottom, passes through the phosphorus containing sludge hydrostatic pressure of its bottom Delivery pipe is directly discharged into sludge drying dewatering unit, sterilized dose of adding equipment of clear water that dephosphorization decontamination system cell processing obtains The disinfectant contact that conveying comes, access filtering clear water reserviors after sterilization；

Filtering clear water reserviors have picked out standard discharge pipe, and water up to standard is discharged into natural water or reuse, have also picked out exceeded sewage and have returned Delivery pipe is flowed, the discharge access port of regulation mixed processing unit is back connected to, is discharged into regulating reservoir and handles again.

2. biological cycle method sewage disposal system according to claim 1, it is characterised in that the hyperfine filtering of sewage Processing unit includes being followed successively by the ultra-fine grid maker of grid pond, slope climbing type, grid slag reception transport process equipment and grid slag from front to back Pond；The installation ultra-fine grid maker of slope climbing type in grid pond, the ultra-fine grid maker end of slope climbing type connect grid slag and receive transport process equipment, grid The conveying end of slag reception transport process equipment taps into the grid slag bath of rear end.

3. biological cycle method sewage disposal system according to claim 1, it is characterised in that regulation mixed processing unit bag Include regulating reservoir, sewage constant elevator pump；Regulating reservoir is located at below the hyperfine filtration treatment unit of sewage, through the ultra-fine grid of slope climbing type Sewage after machine processing enters regulating reservoir, and regulating reservoir pond body is provided with discharge access port, and sewage constant elevator pump is set in pond, dirty The flow pipe anoxic adsorption treatment unit of water constant elevator pump.

4. biological cycle method sewage disposal system according to claim 1, it is characterised in that anoxic adsorption treatment unit bag Include anoxic adsorption tank, the particle of high concentration and oxygen sludge blanket, water-locator, strain tank and sludge overrun alarm, DO dissolved oxygen meters and Excess sludge hydrostatic pressure delivery pipe；The particle and oxygen sludge blanket of high concentration are provided with anoxic adsorption tank, bottom sets water-locator, Sewage with pressure passes through the particle and oxygen sludge blanket of high concentration by water-locator, and sludge is stirred, and forms anoxic fluidisation Bed；Sludge overrun alarm and DO dissolved oxygen meters are also set in anoxic adsorption tank, bottom of pond sets excess sludge hydrostatic pressure delivery pipe, connection Sludge drying dewatering unit, anoxic adsorption tank top, which is set, strains tank, connects modified form UBF efficient anaerobic processing units.

5. biological cycle method sewage disposal system according to claim 1, it is characterised in that modified form UBF efficient anaerobics Processing unit includes anaerobism water distributing area, modified form UBF efficient anaerobic tanks, the particle anaerobic sludge of high concentration, water-locator, high density Biologic packing material, strain tank, anaerobic sludge delivery pipe, collecting methane cabinet；At the water inlet of the anaerobism water distributing area and anoxic absorption Tank connection is strained on reason unit top, and modified form UBF efficient anaerobic tanks are made up of a lattice or more lattice, and high-density biology is set in pond Filler, and water-locator is installed, water-locator connects the delivery port of anaerobism water distributing area, and modified form UBF efficient anaerobic tanks top, which is set, strains tank The mixed liquor water distributing area of modified form BAF BAF units is connected, bottom sets anaerobic sludge delivery pipe, and top also sets biogas Collection cabinet.

6. biological cycle method sewage disposal system according to claim 1, it is characterised in that modified form BAF aeration and biologicals Biofilter unit includes mixed liquor water distributing area, mixed liquor circularly enhancing pump, BAF, cloth tank, filter tank filler, self-priming Jet aerator, jet pipe and mixed-liquor return pipeline；The water inlet of the mixed liquor water distributing area and modified form UBF efficient anaerobics Tank connection is strained on processing unit top, and mixed liquor water distributing area bottom, by pipeline communication, is mixed with modified form sbr reactor bottom of pond portion Close liquid circularly enhancing pump to be arranged in mixed liquor water distributing area, mixed liquor circularly enhancing pump uses intermittent operation mode, and mixed liquor follows The flow pipe of ring elevator pump is divided into two, and accesses BAF upwards all the way, Self-priming jet aeration device and jet pipe are stretched In modified form sbr reactor pool unit, another way connects mixed-liquor return pipeline connection anoxic absorption pool unit.

7. biological cycle method sewage disposal system according to claim 1, it is characterised in that modified form MBBR biomembrance process Processing unit includes one-level MBBR ponds, biological filter with oxygen, two level MBBR ponds and high density suspension filler, blower fan, micro-pore aeration Induction system, mud-water separating area, filler, strain tank and nitrification liquid hydrostatic pressure delivery pipe；

The one-level MBBR ponds and two level MBBR ponds construction it is identical, top be inhalant region, MBBR packing areas, aeration aerobic zone and Nitrification zone, bottom are settling zone and denitrification zone；

Biological filter with oxygen is intake by bottom, is connected with one-level MBBR bottom of pond portion, and top is biological packing area；And oxygen biological filter Pond is by top water outlet, the inhalant region on connection two level MBBR ponds top；

One-level MBBR bottom of pond portion settling zone is connected to nitrification liquid hydrostatic pressure delivery pipe, and nitrification liquid passes through bottom of pond hydrostatic pressure delivery pipe Discharge the regulating reservoir of access regulation mixed processing unit outside pond；Nitrification liquid hydrostatic pressure delivery pipe outlet elevation is less than and oxygen biology Strain sink outlet 100mm~1000mm in filter tank.

8. biological cycle method sewage disposal system according to claim 1, it is characterised in that dephosphorization decontamination system unit bag It is quiet to include dephosphorization disinfection reactions area, chemical dephosphorization adding equipment, disinfectant adding equipment, inclined tube filler, water decanter and phosphorus containing sludge Water pressure delivery pipe；Phosphorus containing sludge hydrostatic pressure delivery pipe is located at two level MBBR bottom of pond portion；

The dephosphorization disinfection reactions area is located between two level MBBR ponds and filtering clear water reserviors, and two level MBBR bottom of pond portion disappears with dephosphorization Malicious reaction zone bottom is connected, and chemical dephosphorization adding equipment, the drug tube of disinfectant adding equipment stretch into dephosphorization disinfection reactions area Bottom and middle part, it is stirred using waterpower motion, dephosphorization agent, disinfectant and sewage are sufficiently mixed, and are completed sterilization, dephosphorization, are sunk Shallow lake process, there is inclined tube filler in dephosphorization disinfection reactions area, top sets water decanter, and phosphorus containing sludge enters at two level MBBR biomembrance process Unit bottom is managed, sludge drying dewatering unit is directly discharged into by the phosphorus containing sludge hydrostatic pressure delivery pipe of its bottom.

9. biological cycle method sewage disposal system according to claim 1, it is characterised in that also include derivative land use And carbon sources recycling utilizes part, is made up of sunlight shed and green plants；Grid pond, the mixed pond of regulation, sludge drying pond upper end and Anoxic adsorption tank, modified form UBF efficient anaerobic tanks, modified form sbr reactor pond, one-level MBBR ponds, biological filter with oxygen, two level Sun glasshouse's canopy is set up above MBBR ponds, filtering clear water reserviors, it is an entirety to cover each pond, is planted in sun glasshouse's canopy and is implanted with vegetable Dish, flowers green plants.