CN109987791A - A kind of variable sewage-treatment plant of modular process - Google Patents

A kind of variable sewage-treatment plant of modular process Download PDF

Info

Publication number
CN109987791A
CN109987791A CN201910267235.XA CN201910267235A CN109987791A CN 109987791 A CN109987791 A CN 109987791A CN 201910267235 A CN201910267235 A CN 201910267235A CN 109987791 A CN109987791 A CN 109987791A
Authority
CN
China
Prior art keywords
module
sewage
treatment plant
modular process
aerobic
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201910267235.XA
Other languages
Chinese (zh)
Inventor
林轲
王哲晓
肖波
孙竟
黄文昭
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Ring Energy Polytron Technologies Inc
Original Assignee
Ring Energy Polytron Technologies Inc
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Ring Energy Polytron Technologies Inc filed Critical Ring Energy Polytron Technologies Inc
Priority to CN201910267235.XA priority Critical patent/CN109987791A/en
Publication of CN109987791A publication Critical patent/CN109987791A/en
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F9/00Multistage treatment of water, waste water or sewage
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • C02F1/5236Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using inorganic agents
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • C02F1/5281Installations for water purification using chemical agents
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • C02F1/54Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using organic material
    • C02F1/56Macromolecular compounds
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F2001/007Processes including a sedimentation step
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2201/00Apparatus for treatment of water, waste water or sewage
    • C02F2201/002Construction details of the apparatus
    • C02F2201/007Modular design
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2301/00General aspects of water treatment
    • C02F2301/08Multistage treatments, e.g. repetition of the same process step under different conditions
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/02Aerobic processes
    • C02F3/12Activated sludge processes
    • C02F3/1236Particular type of activated sludge installations
    • C02F3/1268Membrane bioreactor systems
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/02Aerobic processes
    • C02F3/12Activated sludge processes
    • C02F3/20Activated sludge processes using diffusers
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/28Anaerobic digestion processes
    • C02F3/286Anaerobic digestion processes including two or more steps

Abstract

The invention discloses a kind of modular process can be changed sewage-treatment plant, including sedimentation basin module, anaerobic pond module, anoxic pond module, aerobic tank module and secondary settling tank module, wherein, the sedimentation basin module is equipped with water inlet and filtering grid, the anaerobic pond module and anoxic pond module are equipped with suspension composite filling, the aerobic tank module is equipped with floating stuffing, aerated conduit and the gas return conduit being connected to anoxic pond module, the secondary settling tank module is equipped with water outlet and sewage draining exit, it is bolted between each module by connecting flange, diversion pipe is equipped between different function module, the diversion pipe for realizing sewage connectivity.The device may be implemented that sewage treatment process is variable and processing water is variable by using the combination of disparate modules, pass through the equipment in module before assembling, material addition, different module process requirements may be implemented, reduce installation difficulty, mounting cost is reduced, is suitble to promote and apply in decentralized type sewage processing.

Description

A kind of variable sewage-treatment plant of modular process
Technical field
The present invention relates to field of sewage treatment equipment, and in particular to a kind of variable sewage-treatment plant of modular process.
Background technique
According to national novel scheme of Zigong city (2014-2020) and the index system arrangement of novel urbanization: sewage Processing wants that " adaptation to local conditions builds centralized wastewater treatment factory or distributed Ecological Disposal facility, has all county towns and emphasis town Sewage treatment capacity realizes county town wastewater treatment rate up to 85% or so, and emphasis town is up to 70% or so ".Although current urbanization is It is fairly obvious, but still have 900,000,000 inhabitants lives in rural area, it is therefore necessary to suitable sewage disposal system is provided for rural area.
Sewage disposal system can be divided into centralization and distributing, traditional sewage treatment plant belong to centralized sewage treatment system System is suitable for densely populated Urban Areas.If, can in the sparse rural area of population distribution using centralized sewage treatment Because building the huge wealth that sewage treatment plant spends, and allow these natively place underdeveloped be in debt again it is negative Load.At this point, decentralized type sewage processing by be a more suitable country practical situation selection.
Decentralized type sewage processing at present mostly uses integrated sewage treating apparatus, function fixed single greatly, and only corresponds to A kind for the treatment of process, can not be according to treating capacity Load adjustment, and after equipment molding, internal pipeline etc. is not easy to install.Work as place When reason amount increases, then processing requirement is not able to satisfy;When treating capacity reduces, then energy consumption is caused to increase, processing cost increases.Due to For country sewage according to source difference, internal component is also different, and sewage quantity also fluctuates larger thus current integration dirt Water treatment facilities can not satisfy the use demand well, therefore, it is necessary to which a variety for the treatment of process can be had by researching and developing one kind Combined type sewage treatment equipment realizes that conventional activated sludge process, MBBR activated sludge process, MBR are living will pass through different combinations A variety for the treatment of process such as property sludge, AO activated sludge process, A2O activated sludge process and septic tank, to meet different water quality, water Amount variation, energy-saving etc. require.
Summary of the invention
Present invention aims at: for current integrated sewage treating apparatus, processing function fixed single can not root According to treating capacity Load adjustment, after equipment molding, the problem of internal pipeline etc. is not easy to installation, providing a kind of modular process can Fouling water treatment facilities, the device realize that sewage treatment process is variable and processing water can by using the combination of disparate modules Become, before assembling by the equipment in module, material addition may be implemented different module process requirements, reduce installation difficulty, Mounting cost is reduced, is suitble to promote and apply in decentralized type sewage processing.
To achieve the goals above, the technical solution adopted by the present invention are as follows:
A kind of modular process can be changed sewage-treatment plant, including sedimentation basin module, anaerobic pond module, anoxic pond module, Aerobic tank module and secondary settling tank module, wherein the sedimentation basin module is equipped with water inlet and filtering grid, the anaerobic pond module It is equipped with suspension composite filling with anoxic pond module, the aerobic tank module is equipped with floating stuffing, aerated conduit and and anoxic The gas return conduit of pond module connection, the secondary settling tank module are equipped with water outlet and sewage draining exit, pass through connection between each module Flange is bolted, between different function module be equipped with diversion pipe, the diversion pipe for realizing sewage connectivity.
The present invention passes through setting sedimentation basin module, anaerobic pond module, anoxic pond module, aerobic tank module and secondary settling tank mould Block is bolted by connecting flange between each module, and the water conservancy diversion being connected to for realizing sewage is equipped between different function module Pipe, the device may be implemented that sewage treatment process is variable and processing water is variable by using the combination of disparate modules, assemble The preceding equipment by module, material addition, may be implemented different module process requirements, reduce installation difficulty, reduce installation Expense is suitble to promote and apply in decentralized type sewage processing, ground, half installation forms such as buried, buried may be implemented, also have It is compact-sized, occupied area is small, treatment effeciency is high, energy-saving, the advantages that being readily transported.
It as a preferred solution of the present invention, further include the control module run for controlling whole device, the control mould Equipment in block is connected by hose with aerated conduit, for supplying oxygen for aerobic tank module, realizes aerobic aeration function.
As a preferred solution of the present invention, the aerobic tank module is equipped with aeration head, and the aeration head is set to aerobic tank bottom Portion.By the way that aeration head is arranged in aerobic bottom of pond portion, circulating for enough immixtures and water is generated in aeration zone, is maintained Effective air-water contact, and the biosolids in water is made to be in suspended state.
As a preferred solution of the present invention, the quantity of the aeration head is two.
As a preferred solution of the present invention, the aerobic tank module is additionally provided with filler blocker.Since aerobic tank module is set There is floating stuffing, which can flow away to avoid floating stuffing from diversion pipe.
As a preferred solution of the present invention, the secondary settling tank module is equipped with precipitation inclined plate, which can shorten Grain settling height, is asked, and increase the desilting area of sedimentation basin when so as to shorten precipitating, to improve treatment effeciency.
As a preferred solution of the present invention, the sedimentation basin module, anaerobic pond module, anoxic pond module, aerobic tank module With secondary settling tank module top there are inspection chamber, maintenance in module is facilitated access for.
As a preferred solution of the present invention, further include medicated module, be used to add medicament before secondary settling tank module.
As a preferred solution of the present invention, further include MBR module, be used to substitute secondary settling tank module, keep high activity dirty Mud concentration improves biological treatment organic loading, to reduce sewage treatment facility occupied area, and by keeping low sludge loading Reduce surplus sludge volume.
In conclusion by adopting the above-described technical solution, the beneficial effects of the present invention are:
The present invention passes through setting sedimentation basin module, anaerobic pond module, anoxic pond module, aerobic tank module and secondary settling tank mould Block is bolted by connecting flange between each module, and the water conservancy diversion being connected to for realizing sewage is equipped between different function module Pipe, the device may be implemented that sewage treatment process is variable and processing water is variable by using the combination of disparate modules, assemble The preceding equipment by module, material addition, may be implemented different module process requirements, reduce installation difficulty, reduce installation Expense is suitble to promote and apply in decentralized type sewage processing, ground, half installation forms such as buried, buried may be implemented, also have It is compact-sized, occupied area is small, treatment effeciency is high, energy-saving, the advantages that being readily transported.
Detailed description of the invention
Fig. 1 is that the modular process in the present invention can be changed sewage-treatment plant top view.
Fig. 2 is the A-A cross-sectional view in Fig. 1.
Fig. 3 is the module end view in the present invention.
Marked in the figure: 1- sedimentation basin module, 11- water inlet, 2- anaerobic pond module, 3- anoxic pond module, 4- aerobic tank mould Block, 41- floating stuffing, 42- aerated conduit, 43- aeration head, 44- gas return conduit, 45- filler blocker, 5- secondary settling tank mould Block, 51- precipitation inclined plate, 52- water outlet, 53- sewage draining exit, 6- connecting flange, 7- hang composite filling, 8- diversion pipe, and 9- is checked Manhole, 10- nitrification liquid return pipe.
Specific embodiment
With reference to the accompanying drawing, the present invention is described in detail.
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to the accompanying drawings and embodiments, right The present invention is further elaborated.It should be appreciated that described herein, specific examples are only used to explain the present invention, not For limiting the present invention.
Embodiment
The present embodiment provides a kind of modular process can be changed sewage-treatment plant;
As shown in Figure 1-Figure 3, the variable sewage-treatment plant of the modular process in the present embodiment, including sedimentation basin module 1, Anaerobic pond module 2, anoxic pond module 3, aerobic tank module 4 and secondary settling tank module 5, wherein the sedimentation basin module 1 is equipped with water inlet Mouth 11 and filtering grid, the anaerobic pond module 2 and anoxic pond module 3 are equipped with suspension composite filling 7, the aerobic tank module 4 are equipped with floating stuffing 41, aerated conduit 42 and the gas return conduit 44 being connected to anoxic pond module 3, the secondary settling tank mould Block 5 is equipped with water outlet 52 and sewage draining exit 53, is bolted between each module by connecting flange 6, is set between different function module Have a diversion pipe 8, the diversion pipe 8 for realizing sewage connectivity.
The present invention passes through setting sedimentation basin module, anaerobic pond module, anoxic pond module, aerobic tank module and secondary settling tank mould Block is bolted by connecting flange between each module, and the water conservancy diversion being connected to for realizing sewage is equipped between different function module Pipe, the device may be implemented that sewage treatment process is variable and processing water is variable by using the combination of disparate modules, assemble The preceding equipment by module, material addition, may be implemented different module process requirements, reduce installation difficulty, reduce installation Expense is suitble to promote and apply in decentralized type sewage processing, ground, half installation forms such as buried, buried may be implemented, also have It is compact-sized, occupied area is small, treatment effeciency is high, energy-saving, the advantages that being readily transported.
It further include the control module for controlling whole device operation in the present embodiment, the equipment in the control module It is connected by hose with aerated conduit, for supplying oxygen for aerobic tank module, realizes aerobic aeration function.
In the present embodiment, the aerobic tank module 4 is set there are two aeration head 43, and the aeration head is set to aerobic bottom of pond portion. By the way that aeration head is arranged in aerobic bottom of pond portion, circulating for enough immixtures and water is generated in aeration zone, has been maintained The air-water contact of effect, and the biosolids in water is made to be in suspended state.
In the present embodiment, the aerobic tank module 4 is additionally provided with filler blocker 45.It is filled out since aerobic tank module is equipped with to suspend Material, the filler blocker can flow away to avoid floating stuffing from diversion pipe.
In the present embodiment, the secondary settling tank module 5 be equipped with precipitation inclined plate 51, the precipitation inclined plate can shorten particle sedimentation away from From being asked when so as to shorten precipitating, and increase the desilting area of sedimentation basin, to improve treatment effeciency.
In the present embodiment, the sedimentation basin module 1, anaerobic pond module 2, anoxic pond module 3, aerobic tank module 4 and two are heavy Pond module 5 is reaction vessel, in above-mentioned each module top there are inspection chamber 9, facilitates access for maintenance in module.Aerobic Nitrification liquid return pipe 10 is additionally provided between pond module 4 and anoxic pond module 3, due to aerobic tank module effluent nitrate-nitrogen comparision contents Height, the nitrogen content that do not flow back be difficult it is up to standard, phegma mainly be denitrifying bacteria supplement nitrate nitrogen.
In the present embodiment, which can also include medicated module, be used to add medicament before secondary settling tank module, can be with Realize contact oxidation method treatment process.The medicated module mainly has drug dissolving tank, medicine storing pot, dosing blender, dosing pump and metering Etc. equipment.
In the present embodiment, it is MBR membrane bioreactor, for substituting secondary settling tank which, which can also include MBR module, MBR treatment process may be implemented in module, by keeping high activity sludge concentration, biological treatment organic loading is improved, to reduce Sewage treatment facility occupied area, and by keeping low sludge loading to reduce surplus sludge volume.
Specifically, following sewage treatment process may be implemented in the present apparatus:
By change excrement mode when, due to functional module wall be using connecting flange bolt, realize septic tank function, only need by Each partition walls take down, and are docked, are fixed by bolts by functional module connecting flange, are provided between two panels connecting flange close It seals rubber sheet gasket and realizes water-proof function, target is reached according to different waters, water quality, processing, determines functional module quantity.
It is A2O technique when by activated sludge mode, sewage enters from sedimentation basin module, preliminary sedimentation is carried out, through grid mistake Filter, into anaerobic pond module, anaerobic pond module has suspension composite filling, and subsequently into anoxic pond module, anoxic pond module has outstanding Composite filling is hung, sewage enters aerobic tank module through anoxic pond module, and aerobic tank module has aerated conduit, and aerobic tank module goes out Water flows back into the front end of anoxic pond module by gas return conduit, carries out biological denitrificaion, and sewage enters secondary settling tank module, passes through The spoil disposal of secondary settling tank module carries out biological phosphate-eliminating and excludes excess sludge, and supernatant is discharged by catch basin or advanced treating.
It is AO technique when by catalytic oxidation mode, sewage enters from sedimentation basin module, carries out preliminary sedimentation, sewage is through heavy Shallow lake pond module enters anoxic pond module, and anoxic pond module has suspension composite filling, and sewage enters aerobic tank mould through anoxic pond module Block, aerobic tank module bottom have aerated conduit, and the water outlet of aerobic tank module flows back into anoxic pond module by gas return conduit Biological denitrificaion is carried out, PAC and PAM medicated module are increased, medicament is added before secondary settling tank module, chemical dephosphorization is carried out, passes through two The spoil disposal of heavy pond module carries out biological phosphate-eliminating and excludes excess sludge, and supernatant is discharged by catch basin or advanced treating.
It is A2O technique when by MBBR technique, sewage enters from sedimentation basin module, preliminary sedimentation is carried out, through grid filtration, Into anaerobic pond module, anaerobic pond module has suspension composite filling, and subsequently into anoxic pond module, anoxic pond module has suspension group Filler is closed, sewage enters aerobic tank module through anoxic pond module, and aerobic tank module has aerated conduit, by into aerobic tank module A certain number of floating stuffings are added, biomass and biological species in reactor are improved, to improve the processing effect of reactor Rate, the water outlet of aerobic tank module flow back into the front end of anoxic pond module by gas return conduit, carry out biological denitrificaion, sewage into Enter secondary settling tank module, biological phosphate-eliminating is carried out by the spoil disposal of secondary settling tank module and exclude excess sludge, supernatant passes through catch basin Discharge or advanced treating.
It, can be according to sedimentation basin module, anaerobic pond module, anoxic pond module, aerobic tank module, MBR module when by MBR technique Combination, sewage enter from sedimentation basin module, carry out preliminary sedimentation, through grid filtration, into anaerobic pond module, anaerobic pond module has Composite filling is hung, subsequently into anoxic pond module, anoxic pond module has suspension composite filling, and sewage enters through anoxic pond module Aerobic tank module, aerobic tank module have aerated conduit, and sewage enters MBR module by aerobic tank module, and the water outlet of MBR module is logical Cross the front end that gas return conduit flows back into anoxic pond module, carry out biological denitrificaion, sewage by MBR module, Chinese effluent or Advanced treating.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in original of the invention Made any modifications, equivalent replacements, and improvements etc., should all be included in the protection scope of the present invention within reason.

Claims (9)

1. a kind of modular process can be changed sewage-treatment plant, which is characterized in that including sedimentation basin module, anaerobic pond module, lack Oxygen pond module, aerobic tank module and secondary settling tank module, wherein the sedimentation basin module is equipped with water inlet and filtering grid, described Anaerobic pond module and anoxic pond module are equipped with suspension composite filling, and the aerobic tank module is equipped with floating stuffing, aerated conduit And the gas return conduit being connected to anoxic pond module, the secondary settling tank module be equipped with water outlet and sewage draining exit, each module it Between bolted by connecting flange, between different function module be equipped with diversion pipe, the diversion pipe for realizing sewage company The general character.
2. modular process according to claim 1 can be changed sewage-treatment plant, which is characterized in that further include for controlling The control module of whole device operation, the equipment in the control module are connected by hose with aerated conduit, are used to be aerobic The oxygen supply of pond module, realizes aerobic aeration function.
3. modular process according to claim 1 can be changed sewage-treatment plant, which is characterized in that the aerobic tank module Equipped with aeration head, the aeration head is set to aerobic bottom of pond portion.
4. modular process according to claim 3 can be changed sewage-treatment plant, which is characterized in that the number of the aeration head Amount is two.
5. modular process according to claim 1 can be changed sewage-treatment plant, which is characterized in that the aerobic tank module It is additionally provided with filler blocker.
6. modular process described in one of -5 can be changed sewage-treatment plant according to claim 1, which is characterized in that described two is heavy Pond module is equipped with precipitation inclined plate.
7. modular process described in one of -5 can be changed sewage-treatment plant according to claim 1, which is characterized in that the precipitating There are inspection chambers for pond module, anaerobic pond module, anoxic pond module, aerobic tank module and secondary settling tank module top.
8. modular process according to claim 1 can be changed sewage-treatment plant, which is characterized in that further include dosing mould Block is used to add medicament before secondary settling tank module.
9. modular process according to claim 1 can be changed sewage-treatment plant, which is characterized in that it further include MBR module, It is used to substitute secondary settling tank module.
CN201910267235.XA 2019-04-03 2019-04-03 A kind of variable sewage-treatment plant of modular process Pending CN109987791A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910267235.XA CN109987791A (en) 2019-04-03 2019-04-03 A kind of variable sewage-treatment plant of modular process

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910267235.XA CN109987791A (en) 2019-04-03 2019-04-03 A kind of variable sewage-treatment plant of modular process

Publications (1)

Publication Number Publication Date
CN109987791A true CN109987791A (en) 2019-07-09

Family

ID=67132223

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910267235.XA Pending CN109987791A (en) 2019-04-03 2019-04-03 A kind of variable sewage-treatment plant of modular process

Country Status (1)

Country Link
CN (1) CN109987791A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113045123A (en) * 2021-03-19 2021-06-29 湖南三友环保科技有限公司 Sewage treatment process based on seasonal fluctuation of sewage flow and water quality
CN114524581A (en) * 2022-01-27 2022-05-24 江苏龙腾工程设计股份有限公司 Intelligent low-carbon assembled modular village and town sewage treatment system

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008124425A1 (en) * 2007-04-04 2008-10-16 The Boc Group, Inc. Process for treating waste water
CA2747288A1 (en) * 2010-08-06 2012-02-06 Manuel Alvarez-Cuenca Compact upright bioreactor for the elimination of nutrients
CN103224310A (en) * 2013-05-03 2013-07-31 广西神州环保设施运营有限责任公司 SBBR modular sewage processing equipment and its intelligence control system and method
WO2015094383A2 (en) * 2013-12-16 2015-06-25 Alexander Blake A device and process to treat and disinfect sewage, food processing wastewater and other biologically contaminated water
CN106242190A (en) * 2016-08-31 2016-12-21 陕西朗正环保科技有限公司 A kind of modularity sewage disposal system
CN106630501A (en) * 2017-03-21 2017-05-10 宋茂成 High-effective movable sewage treatment device
CN206188494U (en) * 2016-11-14 2017-05-24 广东新环环保产业集团有限公司 Changeable integrative sewage treatment device of technology
CN207405026U (en) * 2017-09-20 2018-05-25 湖南艾布鲁环保科技有限公司 Sewage treating and recovering device
CN108439597A (en) * 2018-04-12 2018-08-24 南宁绿智环保科技有限公司 A kind of AAO systems and its working method with aerobic particle mud denitrification functions
CN108862868A (en) * 2018-07-16 2018-11-23 广州资源环保科技股份有限公司 A kind of integrated sewage treating apparatus

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008124425A1 (en) * 2007-04-04 2008-10-16 The Boc Group, Inc. Process for treating waste water
CA2747288A1 (en) * 2010-08-06 2012-02-06 Manuel Alvarez-Cuenca Compact upright bioreactor for the elimination of nutrients
CN103224310A (en) * 2013-05-03 2013-07-31 广西神州环保设施运营有限责任公司 SBBR modular sewage processing equipment and its intelligence control system and method
WO2015094383A2 (en) * 2013-12-16 2015-06-25 Alexander Blake A device and process to treat and disinfect sewage, food processing wastewater and other biologically contaminated water
CN106242190A (en) * 2016-08-31 2016-12-21 陕西朗正环保科技有限公司 A kind of modularity sewage disposal system
CN206188494U (en) * 2016-11-14 2017-05-24 广东新环环保产业集团有限公司 Changeable integrative sewage treatment device of technology
CN106630501A (en) * 2017-03-21 2017-05-10 宋茂成 High-effective movable sewage treatment device
CN207405026U (en) * 2017-09-20 2018-05-25 湖南艾布鲁环保科技有限公司 Sewage treating and recovering device
CN108439597A (en) * 2018-04-12 2018-08-24 南宁绿智环保科技有限公司 A kind of AAO systems and its working method with aerobic particle mud denitrification functions
CN108862868A (en) * 2018-07-16 2018-11-23 广州资源环保科技股份有限公司 A kind of integrated sewage treating apparatus

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
姜湘山: "《建筑小区中水工程》", 30 September 2003, 机械工业出版社 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113045123A (en) * 2021-03-19 2021-06-29 湖南三友环保科技有限公司 Sewage treatment process based on seasonal fluctuation of sewage flow and water quality
CN114524581A (en) * 2022-01-27 2022-05-24 江苏龙腾工程设计股份有限公司 Intelligent low-carbon assembled modular village and town sewage treatment system
CN114524581B (en) * 2022-01-27 2023-02-03 江苏龙腾工程设计股份有限公司 Intelligent low-carbon assembled modular village and town sewage treatment system

Similar Documents

Publication Publication Date Title
CN100447100C (en) Biological electrochemical combined system for treating dye waste water and method thereof
US20090065412A1 (en) Apparatus for waste water treatment
CN106116045A (en) A kind of efficiently villages and small towns waste water treating and reutilizing device and technique thereof
CN107311405A (en) Urban sewage treatment system and technique
CN107585974A (en) A kind of sewage water treatment method based on MBBR techniques
CN208791419U (en) Integrated buried type rural domestic sewage treating device
CN105967435A (en) Double-circulation nitrogen and phosphorus removal wastewater treatment system and process
CN107151053A (en) A kind of aerobic membrane module processing unit of anoxic anaerobic/anoxic
CN113264645A (en) Domestic sewage treatment system and treatment method
CN204509049U (en) Integration Combined sewage treatment system
CN109987791A (en) A kind of variable sewage-treatment plant of modular process
CN107601781A (en) A kind of sewage disposal system
CN206828325U (en) Septic tank+A20 processing units
CN106007267A (en) Large integrated sewage treatment device and sewage treatment technology
CN211226837U (en) Modularization sewage treatment plant
CN210117318U (en) Intelligent deep water treatment integrated system
CN218146053U (en) Container type sewage treatment equipment complete system
CN105693036A (en) Intelligent sewage treatment system
CN208802966U (en) A kind of waterworks water purification installation
CN218709623U (en) Rural sewage container formula A2O integration processing apparatus
CN103819062B (en) MBR (membrane biological reactor) sewage treatment equipment for integrated fluidizing pool
CN206828203U (en) Septic tank+A202 processing units
CN205710299U (en) A kind of flow-type film mud coupling pond type denitrogenation dephosphorizing wastewater treatment equipment
CN215480427U (en) Domestic sewage integration treatment facility
CN205556420U (en) Integration magBR -MBBR magnetism biomembrane sewage treatment plant

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20190709