CN208166663U - A kind of denitrogenation aerobic particle mud sequencing batch reactor - Google Patents
A kind of denitrogenation aerobic particle mud sequencing batch reactor Download PDFInfo
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- CN208166663U CN208166663U CN201820514546.2U CN201820514546U CN208166663U CN 208166663 U CN208166663 U CN 208166663U CN 201820514546 U CN201820514546 U CN 201820514546U CN 208166663 U CN208166663 U CN 208166663U
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- 239000002245 particle Substances 0.000 title claims abstract description 28
- 238000012163 sequencing technique Methods 0.000 title claims abstract description 21
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 97
- 238000010992 reflux Methods 0.000 claims abstract description 53
- 239000007921 spray Substances 0.000 claims abstract description 47
- 239000001301 oxygen Substances 0.000 claims abstract description 40
- 229910052760 oxygen Inorganic materials 0.000 claims abstract description 40
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 claims abstract description 39
- 239000010802 sludge Substances 0.000 claims abstract description 19
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- QGZKDVFQNNGYKY-UHFFFAOYSA-N Ammonia Chemical compound N QGZKDVFQNNGYKY-UHFFFAOYSA-N 0.000 description 4
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- 241000239290 Araneae Species 0.000 description 2
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- 241000894006 Bacteria Species 0.000 description 2
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- IOVCWXUNBOPUCH-UHFFFAOYSA-M Nitrite anion Chemical compound [O-]N=O IOVCWXUNBOPUCH-UHFFFAOYSA-M 0.000 description 2
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- 229910002651 NO3 Inorganic materials 0.000 description 1
- NHNBFGGVMKEFGY-UHFFFAOYSA-N Nitrate Chemical compound [O-][N+]([O-])=O NHNBFGGVMKEFGY-UHFFFAOYSA-N 0.000 description 1
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Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
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- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
A kind of denitrogenation aerobic particle mud sequencing batch reactor, aerator system are mounted on tank interior, are nitrification zone above aerator system, are denitrification zone below aerator system, and denitrification zone lower section to the space of tank bottom is water distribution mixed zone；Moisture trap is mounted on top of the tank, and upper return pipe one end is connected to moisture trap bottom, and the upper return pipe other end is located at nitrification zone and is equipped with multiple upper reflux spray heads；Lower return pipe one end is connected to moisture trap bottom, and the lower return pipe other end is connected to the first cross tee, and multiple lower reflux spray heads are equipped on the first cross tee.The rational design of the utility model waterpower and mass transfer, the density pressure difference for generating reactor in the case where being aerated operating condition forms air lift kinetic energy, it recycles to let out to spray to be formed to revolve under potential difference and pressure official post fluid and mix, improve fluid velocity, enhance hydraulic shear, air path in water and residence time are improved, the utilization rate of oxygen is improved, is started using floc sludge to form aerobic particle mud.
Description
Technical field
The utility model relates to a kind of biological denitrificaion aerobic granular sludge reactors, belong to biological denitrificaion aerobic particle mud
Technical field, specifically a kind of denitrogenation aerobic particle mud sequencing batch reactor (Denitrification aerobic
Granular sludge sequence batch reactor, DAGS-SBR reactor).
Technical background
Aerobic particle mud (Aerobic Granular Sludge, AGS) is formed by microorganism self-cohesion action
Granulated activated sludge, compared with ordinary activated sludge, it, which has, is not susceptible to sludge bulking, strong shock resistance, can bear
High organic loading, the features such as integrating microorganism of different nature (aerobic and oxygen and anaerobe).The self-solidifying of microorganism
Collecting process is a complicated physics, chemistry and bioprocess, is granulated by a variety of such environmental effects, is oneself of microorganism
Cohesion provides suitable hydraulic shear and generallys use the big reactor of ratio of height to diameter and biggish aeration quantity, reactor too it is high again
Cause aeration energy consumption increase, this restrict aerobic particle mud (AGS) technology Practical Project application.
Mode of operation of the batch-type technique using the mode of operation substitution space segmentation of time segmentation, unstable biochemical reaction
Stable state biochemical reaction is substituted, ideal precipitating is stood and substitutes traditional dynamic precipitation.The degradation of pollutant is in time one and pushes away
Stream process, and microorganism is then in aerobic, anoxic, among anaerobism cyclically-varying, acts on to reach pollutant removal, together
When also there is denitrogenation, phosphorus removal functional.Its orderly and intermittently operated being mainly characterized by operationally, batch-type technique collection are equal
Change, is just heavy, biodegrade, two functions such as heavy are in one, no sludge recirculation system.Its course of work can be divided into aeration, precipitate, strain
Water, idle four-stage, loop cycle carry out.
Traditional biological denitrification process is a complete bio denitrification process, including ammoniation, nitrification and anti-nitre
Change effect is constituted, and is that aerobic nitrification process is sequentially or alternately completed with anoxic denitrification, by the effect of ammonifiers by organic nitrogen oxygen
Change is decomposed into NH4+-N；Then by autotrophic type nitrobacteria by NH4+- N is oxidized to NO2-- N and NO3--N；Then NO2-- N and NO3--
N is reduced to N under the action of denitrifying bacteria2Or other nitrogen oxides, last N2It discharges into the atmosphere, to reach denitrogenation
Purpose.During complete nitrification, oxygen consumption equivalent is 2.86g O2/gNO3- N, for aeration needed for meeting complete nitration reaction,
Its process considerably increases the whole energy consumption and operating cost of sewage disposal process.
Research short-cut nitrification and denitrification technique is more both at home and abroad, and principle is to utilize ammonia oxidation bacteria and nitrite oxidizing bacteria
The otherness of nitrogen transformation controls ammonium oxidation in NO2- N the stage eliminates in traditional biological denitrogenation by nitrite-oxidizing
At nitrate, it is then reduced into nitrite, short-cut nitrification and denitrification technique oxygen consumption equivalent is 1.71gO2/g NO3- N significantly drops
The low whole energy consumption and operating cost of sewage disposal process.But engineering application rarely has example, forms Integration Equipment and answers
It is less.
Currently, traditional batch-type biology aerobic technique has CASS and SBR technique, the mostly pond body of concrete structure, pond body depth
It generally less than 8 meters, takes up a large area, the utilization rate of oxygen is low, and oxygen supply energy consumption is higher, and cotton-shaped mud operation, process system can not provide
Hydraulic shear required for aerobic particle mud (AGS) is formed, be easy to cause load impact, carbon source is insufficient, sludge bulking etc.
Problem.Therefore, in existing batch-type biology aerobic technique, in conjunction with the aeration operating condition of air blower, pass through the conjunction of waterpower and mass transfer
Reason design improves hydraulic shear and dissolution oxygen utilization rate, biologic packing material and function division is rationally arranged, improves reactor organisms
Total amount, enhancing reactor nitrification and denitrification synchronizing function area start using floc sludge and are quickly formed aerobic particle mud,
There is utility model the aerobic particle mud sequencing batch operation bioreactor of denitrification functions to be necessary.
Utility model content
The utility model is directed to the deficiency of traditional batch-type biology aerobic technique and equipment, and it is aerobic to provide a kind of biological denitrificaion
The reactor of granule sludge batch-type work, by the rational design of waterpower and mass transfer, be rationally arranged biologic packing material and nitrification and
Denitrifying function division, improves reactor organisms total amount, and waterpower is improved in enhancing reactor nitrification and denitrification synchronizing function area
Shearing force and dissolution oxygen utilization rate start using floc sludge to form aerobic particle mud, and realizing has denitrification functions
The Integration Equipment of denitrogenation aerobic particle mud sequencing batch reactor.
To achieve the goals above, the utility model uses following technical scheme：
A kind of denitrogenation aerobic particle mud sequencing batch reactor, including tank body, aerating system, water inlet pipe, moisture trap,
Upper return pipe, upper reflux spray head, lower return pipe, the first cross tee, lower reflux spray head, gas gathering mask, gas collecting tube, water decanter, draining
Pipe, outer circulating tube, outer circulation pump, pipeline ejector, the second cross tee, inner deflector, middle deflector and biological rope packing layer；
Aerator system is mounted on tank interior, is nitrification zone above aerator system, is anti-nitre below aerator system
Change area, denitrification zone lower section to the space of tank bottom is water distribution mixed zone；
Moisture trap is mounted on top of the tank, and upper return pipe one end is connected to moisture trap bottom, and upper return pipe is another
One end is located at nitrification zone and is equipped with multiple upper reflux spray heads；Lower return pipe one end is connected to moisture trap bottom, lower reflux
Manage it is another be connected to the first cross tee, multiple lower reflux spray heads are installed on the first cross tee；
Gas gathering mask is mounted on above aerator system, and gas collecting tube lower end is connected to the vertex of a cone of gas gathering mask, and gas collecting tube upper end is logical
It crosses horizontal tube connection and enters moisture trap；
Outer circulating tube one end is mounted on above the gas gathering mask of nitrification zone in tank body, and the outer circulating tube other end successively by following outside
After ring pump and pipeline ejector, it is connected to the second cross tee all the way by tee tube, another way connects sludge pipe, the second cross tee
On multiple outer circulations water inlet spray heads are installed；
The inner deflector and middle deflector are the circular arc type with tank body concentric, inner deflector and middle deflector by cloth
Water mixed zone successively divides inward turning confounding, middle rotation confounding and outward turning confounding from tank body center outward；
Water inlet pipe is mounted on tank body water distribution mixed zone；Water decanter is mounted on the intracorporal top of tank, and is connected by drainpipe
To outside tank body；
The biological rope packing layer is mounted between the aerating system of denitrification zone and water distribution mixed zone.
It further, further include gas collecting tube control valve, lower reflux tube valve, upper reflux tube valve, drain valve, aeration
Control valve, circulation control valve, mud valve, pipeline ejector inlet valve, pipeline ejector outlet valve, water inlet pipe control valve, anti-nitre
Change area's dissolved oxygen probe, nitrification zone dissolved oxygen probe and control system；
Gas collecting tube control valve is mounted on gas collecting tube, and lower reflux tube valve is mounted on lower return pipe, upper return pipe control
Valve processed is mounted on return pipe, and drain valve is mounted on drainpipe, and aeration control valve is mounted on aerating system, loop control
Valve is mounted on outer circulating tube, and mud valve is mounted on sludge pipe, and pipeline ejector inlet valve is mounted on pipeline ejector import
On, pipeline ejector outlet valve is mounted in the outlet of pipeline ejector, and water inlet pipe control valve is mounted on water inlet pipe, denitrification zone
Dissolved oxygen probe is mounted on denitrification zone, and nitrification zone dissolved oxygen probe is mounted on nitrification zone.
It further, further include control system, outer circulation pumping system, gas collecting tube control valve, lower reflux tube valve, last time
Flow tube control valve, drain valve, aeration control valve, circulation control valve, mud valve, pipeline ejector inlet valve, pipeline ejector go out
It is automatic that water valve, water inlet pipe control valve, denitrification zone dissolved oxygen probe, nitrification zone dissolved oxygen probe connect realization with control system
Control work.
Further, jet direction, the multiple lower reflux spray heads of the jet direction of the water inlet pipe, multiple upper reflux spray heads
Jet direction and multiple outer circulations water inlet spray head jet direction it is all the same and along the secant direction of tank body cross section；Institute
State secant direction of the jet direction along moisture trap cross section of gas collecting tube upper end horizontal tube.
Further, each pipe arm of the first cross tee is in the part point of inward turning confounding, middle rotation confounding and outward turning confounding
Lower She Zhi not flow back spray head；Each pipe arm of second cross tee is in the part point of inward turning confounding, middle rotation confounding and outward turning confounding
It She Zhi not outer circulation water inlet spray head.
Further, the aerating system is diaphragm aeration equipment or revolves any of mixed aerator or aeration tube；Water decanter
For pontoon type decanting device or other liftable water decanters；Moisture trap bottom is taper of the miner diameter end under.
Further, the inner deflector and the quantity of middle deflector >=2, the every inner deflector and middle water conservancy diversion
The arc length of plate≤quarter turn, each inner deflector is uniformly distributed circumferentially, and each middle deflector is also uniformly dispersed in circumference
On, inner deflector and middle deflector interlaced arrangement；First cross tee and the second cross tee arranged crosswise, inner deflector are placed in tank
Bottom, middle deflector are fixed on tank bottom by support leg.
Further, the biological rope packing layer is fixed by upper layer and lower layer bracket, and every layer of bracket is by biological rope filler allotment
Frame, biological rope filler concentric circles bracket constitute spider reticulation structure, and biological rope filler is fixed on biological rope filler concentric circles bracket
On.
The working method of the denitrogenation aerobic particle mud sequencing batch reactor,
When operation, system is divided into water, aeration, precipitating, draining four-stage, and batch-type works in cycles；
(1) fill phase raw water enters water distribution mixed zone through water inlet pipe control valve by water inlet pipe；Start outer circulation pumping system,
Circulation control valve, pipeline ejector inlet valve, pipeline ejector outlet valve are opened, and recirculated water and air are outside water distribution mixed zone
Circulation water inlet spray head enters, and is formed rotation and mixed with water inlet by the tank skin tangential flow guiding of inner deflector, middle deflector and tank body,
Nitrification zone gradually is risen to through denitrification zone, completes water inlet work after reaching setting water level, outer circulation pump stops；
(2) start aerating system, gas, liquid, solid mixture is thus lifted to abhiseca in the inside and outside formation density contrast of gas gathering mask
Moisture trap, a part of gas, liquid, solid mixture flowed back into outside gas gathering mask by upper return pipe, penetrated by upper reflux spray head
Out, and formed rotation caballing enter after gas gathering mask be elevated again to be formed top circulation；The mixing of another part gas, liquid, solid
Object flows back into tank base by lower return pipe and is projected by lower reflux spray head, by inner deflector, the barrel of middle deflector and tank body
Tangential flow guiding forms rotation and mixes and rise, and gas gathering mask is entered after biological rope packing layer, is elevated to form systemic circulation again；
Control system can adjust aerating system and follow outside according to denitrification zone dissolved oxygen probe with nitrification zone dissolved oxygen probe feedback data
Ring pumping system carries out alternate mode operation, and after reaching setting time or reaching water quality treatment requirement, aeration phase is completed；
(3) enter precipitate phase, bleeding stage, water decanter can drain simultaneously with precipitating, reaches setting draining position
A cycle is completed, fill phase batch-type cycle operation can be again introduced into.
Aerating system is according to nitrification zone dissolved oxygen probe and denitrification zone dissolved oxygen probe feedback data discontinuous operation or company
Continuous work, nitrification zone dissolved oxygen control 0.8-2.0mg/L, and denitrification zone dissolved oxygen controls 0.5-0.8mg/L, lower return pipe control
The regurgitant volume 20-70% of valve regulation moisture trap enters the water distribution mixed zone of denitrification zone, upper return pipe control valve solar term
The regurgitant volume of separator is the upper reflux spray head injection that 30-80% enters nitrification zone.
The utility model denitrogenation aerobic particle mud sequencing batch reactor has the following advantages that：
(1) smart structural design, simple.Inner-outer circulation function realizes quickly mixing, and mass transfer effect is superior, anti-load punching
It is strong to hit ability.
(2) rational design of waterpower and mass transfer, the density pressure difference for generating reactor in the case where being aerated operating condition form air lift
Kinetic energy recycles to let out to spray to be formed to revolve under potential difference and pressure official post fluid and mix, improves fluid velocity, enhancing hydraulic shear mentions
High air path in water and residence time, the utilization rate of oxygen is improved, started using floc sludge to form aerobic grain
Sludge (AGS).
(3) the rationally function division of setting biologic packing material and nitrification and denitrification, improves reactor organisms total amount, and enhancing is anti-
Answer device nitrification and denitrification synchronizing function area.
(4) external circulating system enters reactor bottom using air jet, and the controllability of mass transfer and flow velocity is good, consolidation system
Circulation, mixing, stirring and denitrification function.
(5) make reactor that can realize larger ratio of height to diameter, low energy consumption operation.
(6) Integration Equipment with the denitrogenation aerobic particle mud sequencing batch reactor of denitrification functions is realized.
Detailed description of the invention
Fig. 1：Denitrogenation aerobic particle mud sequencing batch reactor structural schematic diagram.
Fig. 2：Water distribution mixed zone structural schematic diagram.
Fig. 3：Filler schematic diagram of a layer structure.
In figure：1, tank body, 2, moisture trap, 3, water decanter, 4, gas gathering mask, 5, aerating system, 6, control system, 7, cloth
Water mixed zone, 8, nitrification zone, 9, denitrification zone, 10, lower return pipe, 11, upper return pipe, 12, lower reflux spray head, 13, upper reflux
Spray head, 14, gas collecting tube, 20, outer circulation pump,
15 gas collecting tube control valves, 16, lower reflux tube valve, 17, upper reflux tube valve, 18, drain valve, 19, aeration
Control valve, 21, circulation control valve, 22, mud valve, 23, pipeline ejector inlet valve, 24, pipeline ejector outlet valve, 25, into
Conduit control valve,
26, water inlet pipe, 27, pipeline ejector, 28, pipeline ejector air intake duct, 29, outer circulation intake spray head, 30, interior lead
Flowing plate, 31, middle deflector, 32, inward turning confounding, 33, middle rotation confounding, 34, outward turning confounding, 35, denitrification zone dissolved oxygen probe,
36, nitrification zone dissolved oxygen probe, 37 outer circulating tubes,
38, biological rope filler concentric circles bracket, 39, biological rope filler, 40, biological rope filler straight bracket, 41, biological rope fills out
The bed of material.
Specific embodiment
The implementation of the utility model, which is not limited to following, to be further illustrated to the utility model seat below with reference to example, attached drawing
Embodiment.
Embodiment 1
A kind of denitrogenation aerobic particle mud sequencing batch reactor, including tank body 1, aerating system 5, water inlet pipe 26, air water point
From device 2, upper return pipe 11, upper reflux spray head 13, lower return pipe 10, the first cross tee, lower reflux spray head 12, gas gathering mask 4, gas collection
Pipe 14, water decanter 3, drainpipe, outer circulating tube 37, outer circulation pump 20, pipeline ejector 27, the second cross tee, inner deflector 30,
Middle deflector 31 and biological rope packing layer 6；
Aerator system 5 is mounted on inside tank body 1, is nitrification zone 8 above aerator system 5, is below aerator system 5
Denitrification zone 9,9 lower section to the space of tank bottom of denitrification zone is water distribution mixed zone 6；
Moisture trap 2 is mounted on 1 top of tank body, and upper 11 one end of return pipe is connected to 2 bottom of moisture trap, upper reflux
11 other end of pipe is located at nitrification zone 8 and is equipped with multiple upper reflux spray heads 13；Lower 10 one end of return pipe is connected to moisture trap 2
Bottom, lower return pipe 10 is another to be connected to the first cross tee, and multiple lower reflux spray heads 12 are equipped on the first cross tee；
Gas gathering mask 4 is mounted on 5 top of aerator system, and 14 lower end of gas collecting tube is connected to the vertex of a cone of gas gathering mask 4, gas collecting tube 14
Upper end enters moisture trap 2 by horizontal tube connection；
37 one end of outer circulating tube is mounted on 4 top of gas gathering mask of nitrification zone 8 in tank body 1, and 37 other end of outer circulating tube is successively
After outer circulation pump 20 and pipeline ejector 27, it is connected to the second cross tee all the way by tee tube, another way connects spoil disposal
It manages, multiple outer circulations water inlet spray heads 29 is installed on second cross tee；
The inner deflector 30 and middle deflector 31 are the circular arc type with tank body concentric, inner deflector 30 and middle water conservancy diversion
Water distribution mixed zone 6 is successively divided inward turning confounding 32, middle rotation confounding 33 and outward turning confounding 34 from 1 center of tank body by plate 31 outward；
Water inlet pipe 26 is mounted on 1 water distribution mixed zone 6 of tank body；Water decanter 3 is mounted on the top in tank body 1, and passes through draining
Pipe is connected to outside tank body；
The biological rope packing layer 6 is mounted between the aerating system 5 of denitrification zone 9 and water distribution mixed zone 6.
It further, further include gas collecting tube control valve 15, lower reflux tube valve 16, upper reflux tube valve 17, draining
Valve 18, aeration control valve 19, circulation control valve 21, mud valve 22, pipeline ejector inlet valve 23, pipeline ejector outlet valve
24, water inlet pipe control valve 25, denitrification zone dissolved oxygen probe 35, nitrification zone dissolved oxygen probe 36 and control system 6；
Gas collecting tube control valve 15 is mounted on gas collecting tube 14, and lower reflux tube valve 16 is mounted on lower return pipe 10, on
Reflux tube valve 17 is mounted on return pipe 11, and drain valve 18 is mounted on drainpipe, and aeration control valve 19 is mounted on exposure
In gas system 5, circulation control valve 21 is mounted on outer circulating tube 37, and mud valve 22 is mounted on sludge pipe, pipeline ejector into
Water valve 23 is mounted in 27 import of pipeline ejector, and pipeline ejector outlet valve 24 is mounted in the outlet of pipeline ejector 27, into
Conduit control valve 25 is mounted on water inlet pipe 26, and denitrification zone dissolved oxygen probe 35 is mounted on denitrification zone, nitrification zone dissolved oxygen
Probe 36 is mounted on nitrification zone.
It further, further include control system 6, outer circulation pumping system 20, gas collecting tube control valve 15, lower reflux tube valve
16, upper reflux tube valve 17, drain valve 18, aeration control valve 19, circulation control valve 21, mud valve 22, pipeline ejector into
Water valve 23, pipeline ejector outlet valve 24, water inlet pipe control valve 25, denitrification zone dissolved oxygen probe 35, nitrification zone dissolved oxygen are visited
First 36 connect realization with control system 6 automatically controls work.
Further, the jet direction of the water inlet pipe 26, the jet direction of multiple upper reflux spray heads 13, multiple lower reflux
The jet direction of the jet direction of spray head 12 and multiple outer circulations water inlet spray head 29 is all the same and equal cutting along 1 cross section of tank body
Line direction；Secant direction of the jet direction of the 14 upper end horizontal tube of gas collecting tube along 2 cross section of moisture trap.
Further, each pipe arm of the first cross tee is in inward turning confounding 32, middle rotation confounding 33 and outward turning confounding 34
Lower reflux spray head 12 is respectively set in part；Each pipe arm of second cross tee is in inward turning confounding 32, middle rotation confounding 33 and outward turning
Outer circulation water inlet spray head 29 is respectively set in the part of confounding 34.
Further, the aerating system 5 is diaphragm aeration equipment or revolves any of mixed aerator or aeration tube；Water decanter
3 be pontoon type decanting device or other liftable water decanters；2 bottom of moisture trap is taper of the miner diameter end under.
Further, the inner deflector 30 and the quantity of middle deflector 31 >=2, every 30 He of inner deflector
The arc length of middle deflector 31≤quarter turn, each inner deflector 30 is uniformly distributed circumferentially, and each middle deflector 31 is also
It is even to be distributed circumferentially, 31 interlaced arrangement of inner deflector 30 and middle deflector；First cross tee and the second cross tee arranged crosswise,
Inner deflector 30 is placed in tank bottom, and middle deflector 31 is fixed on tank bottom by support leg.
Further, the biological rope packing layer 41 is fixed by upper layer and lower layer bracket, and every layer of bracket is straight by biological rope filler
Bracket 40, biological rope filler concentric circles bracket 38 constitute spider reticulation structure, and it is same that biological rope filler 39 is fixed on biological rope filler
On heart circle bracket 42.
The working method of the denitrogenation aerobic particle mud sequencing batch reactor,
When operation, system is divided into water, aeration, precipitating, draining four-stage, and batch-type works in cycles；
(1) fill phase raw water enters water distribution mixed zone 7 through water inlet pipe control valve 25 by water inlet pipe 26；Start outer circulation pump
System 20, circulation control valve 21, pipeline ejector inlet valve 23, pipeline ejector outlet valve 24 are opened, recirculated water and air from
The outer circulation water inlet spray head 29 of water distribution mixed zone 7 enters, and is tangentially led by the tank skin of inner deflector 30, middle deflector 30 and tank body 1
Stream forms rotation and mixes with water inlet, gradually rises to nitrification zone 8 through denitrification zone 9, completes water inlet work after reaching setting water level
Make, outer circulation pump 20 stops；
(2) start aerating system 5, gas, liquid, solid mixture is thus lifted to filling in the inside and outside formation density contrast of gas gathering mask 4
The moisture trap 2 on top, a part of gas, liquid, solid mixture is flowed back into outside gas gathering mask 4 by upper return pipe 11, by upper reflux
Spray head 13 project, and formed rotation caballing enter after gas gathering mask 4 be elevated again to be formed top circulation；Another part gas,
Liquid, solid mixture flow back into 1 bottom of tank body by lower return pipe 10 and are projected by lower reflux spray head 12, by inner deflector 30, in lead
The barrel tangential flow guiding of flowing plate 30 and tank body 1 forms rotation and mixes and rise, and gas gathering mask 4 is entered after biological rope packing layer 6,
It is elevated to form systemic circulation again；Control system 6 can be according to denitrification zone dissolved oxygen probe 35 and nitrification zone dissolved oxygen probe 36
Feedback data adjusts aerating system 5 and outer circulation pumping system 20 carries out alternate mode operation, reaches setting time or reaches processing
After water quality requirement, aeration phase is completed；
(3) enter precipitate phase, bleeding stage, water decanter 2 can drain simultaneously with precipitating, reaches setting draining position
A cycle is completed, fill phase batch-type cycle operation can be again introduced into.
The working method of the denitrogenation aerobic particle mud sequencing batch reactor, which is characterized in that 5 basis of aerating system
Nitrification zone dissolved oxygen probe 36 and 35 feedback data discontinuous operation of denitrification zone dissolved oxygen probe or continuous work, nitrification zone 8 are molten
It solves oxygen and controls 0.8-2.0mg/L, 9 dissolved oxygen of denitrification zone controls 0.5-0.8mg/L, and lower reflux tube valve 16 adjusts air water point
Regurgitant volume 20-70% from device 2 enters the water distribution mixed zone 6 of denitrification zone 9, and upper reflux tube valve 17 adjusts moisture trap
2 regurgitant volume is upper reflux spray head 13 injection that 30-80% enters nitrification zone 8.
Embodiment 2
20-40 centimetres of 3,9 spacing of biological rope filler.
1 ratio of height to diameter 1 of tank body:1-4:1；Nitrification zone 8 is 5 top of aerating system to tank deck, accounts for the 1/2-2/3 of 1 height of tank body；
Denitrification zone 8 is 5 lower part of aerating system to tank bottom, accounts for the 1/3-1/2 of 1 height of tank body.
Tank body 1 and moisture trap 2 are all column.
Water inlet pipe 26 tangentially enters tank body 1 to 30-50 centimetres along the tank skin of tank body 1
Upper 13 quantity >=3 group of reflux spray head are simultaneously evenly arranged.
The bigger diameter end that gas gathering mask 4 is 30 ° -65 ° is in lower miner diameter end in upper taper, the bigger diameter end Edge Distance of gas gathering mask 4
20-50 centimetres of 1 barrel of tank body.
First cross tee intersects 45 ° of arrangements, the tube wall of the tube wall of the first cross tee and the second cross tee with the second cross tee
Uniform intervals installation, inner deflector 30 are placed in tank bottom, and 30-150 centimetres of height, 30-100 lis of middle deflector 31 and tank bottom gap
Rice, 30-150 centimetres of height.
Second cross tee is located above the first cross tee, and the second cross tee is apart from 50-150 centimetres of tank bottom, the first cross tee
Apart from 30-80 centimetres of tank bottom.
31 interlaced arrangement of inner deflector 30 and middle deflector；It is meant that the arcuate midway point of inner deflector 30 and the company in the center of circle
Line is not overlapped with the arcuate midway point of middle deflector 31 with the line in the center of circle；The arcuate midway point of optimal inner deflector 30 and the center of circle
Line is uniform with the arcuate midway point of middle deflector 31 and the line interval in the center of circle.
Outer circulation pump 20 is from the 4 outer grip solid, liquid mixture of gas gathering mask of nitrification zone 8 through the pipeline ejector on outer circulating tube 37
After 27 sucking air, is directly projected by outer circulation water inlet spray head 29 into water distribution mixed zone 6 and form outer circulation work.
Claims (7)
1. a kind of denitrogenation aerobic particle mud sequencing batch reactor, which is characterized in that including tank body, aerating system, water inlet pipe, gas
Separator, upper reflux spray head, lower return pipe, the first cross tee, lower reflux spray head, gas gathering mask, gas collecting tube, is strained upper return pipe
Hydrophone, drainpipe, outer circulating tube, outer circulation pump, pipeline ejector, the second cross tee, inner deflector, middle deflector and biology
Rope packing layer；
Aerator system is mounted on tank interior, is nitrification zone above aerator system, is denitrification zone below aerator system,
Denitrification zone lower section to the space of tank bottom is water distribution mixed zone；
Moisture trap is mounted on top of the tank, and upper return pipe one end is connected to moisture trap bottom, the upper return pipe other end
Positioned at nitrification zone and multiple upper reflux spray heads are installed；Lower return pipe one end is connected to moisture trap bottom, and lower return pipe is another
One end is connected to the first cross tee, and multiple lower reflux spray heads are equipped on the first cross tee；
Gas gathering mask is mounted on above aerator system, and gas collecting tube lower end is connected to the vertex of a cone of gas gathering mask, and gas collecting tube upper end passes through water
Flat pipe connection enters moisture trap；
Outer circulating tube one end is mounted on above the gas gathering mask of nitrification zone in tank body, and the outer circulating tube other end successively passes through outer circulation pump
After pipeline ejector, it is connected to the second cross tee all the way by tee tube, another way connects sludge pipe, pacifies on the second cross tee
Equipped with multiple outer circulations water inlet spray head；
The inner deflector and middle deflector are the circular arc type with tank body concentric, and inner deflector and middle deflector mix water distribution
It closes area and successively divides inward turning confounding, middle rotation confounding and outward turning confounding outward from tank body center；
Water inlet pipe is mounted on tank body water distribution mixed zone；Water decanter is mounted on the intracorporal top of tank, and is connected to tank by drainpipe
In vitro；
The biological rope packing layer is mounted between the aerating system of denitrification zone and water distribution mixed zone.
2. denitrogenation aerobic particle mud sequencing batch reactor as described in claim 1, which is characterized in that further include gas collection control
Valve processed, lower reflux tube valve, upper reflux tube valve, drain valve, aeration control valve, circulation control valve, mud valve, pipeline are penetrated
Flow device inlet valve, pipeline ejector outlet valve, water inlet pipe control valve, denitrification zone dissolved oxygen probe, nitrification zone dissolved oxygen probe
And control system；
Gas collecting tube control valve is mounted on gas collecting tube, and lower reflux tube valve is mounted on lower return pipe, upper reflux tube valve
It is mounted on return pipe, drain valve is mounted on drainpipe, and aeration control valve is mounted on aerating system, circulation control valve peace
On outer circulating tube, mud valve is mounted on sludge pipe, and pipeline ejector inlet valve is mounted in pipeline ejector import, pipe
Road ejector outlet valve is mounted in the outlet of pipeline ejector, and water inlet pipe control valve is mounted on water inlet pipe, denitrification zone dissolution
Oxygen probe is mounted on denitrification zone, and nitrification zone dissolved oxygen probe is mounted on nitrification zone.
3. denitrogenation aerobic particle mud sequencing batch reactor as claimed in claim 2, which is characterized in that further include control system
System, outer circulation pumping system, gas collecting tube control valve, lower reflux tube valve, upper reflux tube valve, drain valve, aeration control valve,
Circulation control valve, mud valve, pipeline ejector inlet valve, pipeline ejector outlet valve, water inlet pipe control valve, denitrification zone dissolution
Oxygen probe, nitrification zone dissolved oxygen probe connect realization with control system and automatically control work.
4. the denitrogenation aerobic particle mud sequencing batch reactor as described in claims 1 to 3 any one, which is characterized in that institute
State the jet direction of water inlet pipe, the jet direction of multiple upper reflux spray heads, multiple lower reflux jet directions of spray head and multiple
The jet direction of outer circulation water inlet spray head is all the same and along the secant direction of tank body cross section；Gas collecting tube upper end horizontal tube
Jet direction along moisture trap cross section secant direction.
5. the denitrogenation aerobic particle mud sequencing batch reactor as described in claims 1 to 3 any one, which is characterized in that the
Lower reflux spray head is respectively set in the part that each pipe arm of one cross tee is in inward turning confounding, middle rotation confounding and outward turning confounding；The
Outer circulation water inlet spray is respectively set in the part that each pipe arm of two cross tees is in inward turning confounding, middle rotation confounding and outward turning confounding
Head.
6. the denitrogenation aerobic particle mud sequencing batch reactor as described in claims 1 to 3 any one, which is characterized in that institute
Aerating system is stated to be diaphragm aeration equipment or revolve any of mixed aerator or aeration tube；Water decanter is pontoon type decanting device or other
Liftable water decanter；Moisture trap bottom is taper of the miner diameter end under.
7. the denitrogenation aerobic particle mud sequencing batch reactor as described in claims 1 to 3 any one, which is characterized in that institute
State the quantity of inner deflector and middle deflector >=2, arc length≤1/4 circle of the every inner deflector and middle deflector
Week, each inner deflector are uniformly distributed circumferentially, and each middle deflector is also uniformly dispersed on circumference, and inner deflector is led in
Flowing plate interlaced arrangement；First cross tee and the second cross tee arranged crosswise, inner deflector are placed in tank bottom, and middle deflector passes through support
Foot is fixed on tank bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820514546.2U CN208166663U (en) | 2018-04-12 | 2018-04-12 | A kind of denitrogenation aerobic particle mud sequencing batch reactor |
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|---|---|---|---|
| CN201820514546.2U CN208166663U (en) | 2018-04-12 | 2018-04-12 | A kind of denitrogenation aerobic particle mud sequencing batch reactor |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108623001A (en) * | 2018-04-12 | 2018-10-09 | 南宁绿智环保科技有限公司 | A kind of denitrogenation aerobic particle mud sequencing batch reactor and its working method |
| CN113998840A (en) * | 2021-11-23 | 2022-02-01 | 广西大学 | Full-quantitative treatment method for percolate of domestic garbage landfill |
-
2018
- 2018-04-12 CN CN201820514546.2U patent/CN208166663U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108623001A (en) * | 2018-04-12 | 2018-10-09 | 南宁绿智环保科技有限公司 | A kind of denitrogenation aerobic particle mud sequencing batch reactor and its working method |
| CN108623001B (en) * | 2018-04-12 | 2024-02-06 | 广西玉林市大智环保工程有限公司 | Denitrification aerobic granular sludge sequencing batch reactor and working method thereof |
| CN113998840A (en) * | 2021-11-23 | 2022-02-01 | 广西大学 | Full-quantitative treatment method for percolate of domestic garbage landfill |
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