CN106746232A - The processing system and method for confluence of rainwater and sewage sewage - Google Patents
The processing system and method for confluence of rainwater and sewage sewage Download PDFInfo
- Publication number
- CN106746232A CN106746232A CN201611244578.7A CN201611244578A CN106746232A CN 106746232 A CN106746232 A CN 106746232A CN 201611244578 A CN201611244578 A CN 201611244578A CN 106746232 A CN106746232 A CN 106746232A
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- Prior art keywords
- sewage
- zone
- rainwater
- confluence
- separator
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Classifications
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/14—Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/24—Treatment of water, waste water, or sewage by flotation
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
- C02F1/5236—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using inorganic agents
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
- C02F1/5281—Installations for water purification using chemical agents
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/001—Runoff or storm water
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2301/00—General aspects of water treatment
- C02F2301/08—Multistage treatments, e.g. repetition of the same process step under different conditions
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/32—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
-
- 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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Water Supply & Treatment (AREA)
- Health & Medical Sciences (AREA)
- Public Health (AREA)
- Environmental & Geological Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
The invention provides a kind of processing system and method for confluence of rainwater and sewage sewage, including：Inspection shaft receives rainwater, sewage, and inside sets grid；Processing pond includes：Mixed zone bottom is installed by aeration unit；The water of the inspection shaft output send the mixed zone；Aeration unit is installed in reaction zone bottom, and the first separator is set between the mixed zone and reaction zone, and the water in mixed zone climbs over first separator and enters in reaction zone；The output end of dosing unit connects the mixed zone；Inclined tube is set in settling zone；Second separator is set between the reaction zone and settling zone, and the passage that the water in mixed zone is climbed between the bottom wall of second separator and processing pond enters in settling zone；The clear water of the mixed zone, generation is sent to send the artificial swamp in the part of the sludge that the settling zone is produced.The present invention has the advantages that high treating effect.
Description
Technical field
The present invention relates to sewage disposal, the more particularly to processing system and method for confluence of rainwater and sewage sewage.
Background technology
At present, the processing mode of confluence of rainwater and sewage sewage mainly has following two modes：
1. combined sewage is by the way that after grid, high efficiency filter, precipitate and separate treatment, tail water enters water body.Processing mode profit
The units such as Densadeg, Actiflo, Lamella Clarifier are the commercial treatment device of shaping, have applied
In light contamination data analysis.The deficiency of which is：
Core concept is that the classical coagulation in Water purification is theoretical, equipment it is critical only that sewage mix with flocculant and
Mud-water separation process.The method of traditional mixing-flocculation-precipitation, with mixed effect is poor, mud-water separation speed is low, separates effect
Really poor deficiency so that flocculation sediment treatment effect is general, and water outlet is generally kept in secondary effluent standard.Then there is researcher to exist
It is improved on the basis of coagulant, flocculation aid and blending agent, enhanced coagulation, but these methods have cost of investment high, no
Easy to control, dielectric film filter rate is low, but to the poor removal effect of the ammonia nitrogen in water outlet, it is impossible to ensure that Tail water reuse standard carries mark to
The effect of level B.
2. by transforming pipeline, build regulate and store, storage pool, collect sewage directly by gravel bed treatment filter heel row enter water
Body.The deficiency of which is：
Sewage is directly entered gravel bed filtering without precipitation process, and sewage SS contents are high, easily causes gravel bed and blocks, and by
It is relatively low in hydraulic load so that floor space is big, the speciality with construction cost, maintenance management high cost.
The content of the invention
In order to solve the deficiency in above-mentioned prior art, the invention provides a kind of high treating effect, easy care
The processing system of confluence of rainwater and sewage sewage.
The purpose of the present invention is achieved through the following technical solutions：
A kind of processing system of confluence of rainwater and sewage sewage, the processing system of the confluence of rainwater and sewage sewage includes：
Inspection shaft, the inspection shaft receives rainwater, sewage, and inside sets grid；
Processing pond, the processing pond includes：
Mixed zone, the mixed zone bottom is installed by aeration unit；The water of the inspection shaft output send the mixed zone；
Aeration unit is installed in reaction zone, the reaction zone bottom, first is set between the mixed zone and reaction zone and is isolated
Part, the water in mixed zone climbs over first separator and enters in reaction zone；
Dosing unit, the output end of the dosing unit connects the mixed zone；
Settling zone, sets inclined tube in the settling zone；Second separator is set between the reaction zone and settling zone, is mixed
The passage that water in area is climbed between the bottom wall of second separator and processing pond enters in settling zone；What the settling zone was produced
The clear water of the mixed zone, generation is sent to send the artificial swamp in the part of sludge.
The present invention also aims to provide a kind of processing method of confluence of rainwater and sewage sewage, namely above-mentioned processing system
Method of work, the dirty processing method for closing sewage of the rain is comprised the following steps：
(A1) confluence of rainwater and sewage sewage enters in inspection shaft, and part dirt is trapped, and sewage is sent in processing pond；
(A2) sewage, flocculant and sludge enter in the mixed zone of processing pond, mixed zone bottom aeration；
(A3) sewage is crossed separator and is entered in reaction zone, and reaction zone bottom aeration, reacted sewage enters settling zone；
(A4) sewage is upward through the inclined tube in settling zone, and sludge settling, the clear water on upper strata send artificial swamp, the portion of sludge
Send the mixed zone；
(A5) clear water is further purified in artificial swamp, afterwards fed downstream.
Compared with prior art, the device have the advantages that being：
1. use microbubble aeration mode, it is possible to increase mixed effect, solve current Dead Core Problems；
Microbubble aeration can improve dissolved oxygen in water body, be conducive to the lifting of advanced treating effect；
2. under air supporting state, be conducive to the removal of suspension, shorten the sedimentation time, reduce floor space；
3. ecological gravel bed carries out purified treatment under conditions of it need not be aerated to sewage, not only reduces processing cost,
It is easy to maintenance management simultaneously；
Ecological gravel bed alternately plants the plants such as canna, aquatic iris, and intensified denitrification and dephosphorization improves effluent quality and refers to
Mark, mark to one-level B water outlets is carried by traditional secondary effluent.
Brief description of the drawings
Referring to the drawings, the disclosure will be easier to understand.Skilled addressee readily understands that be：This
A little accompanying drawings are used only for illustrating technical scheme, and are not intended to be construed as limiting protection scope of the present invention.
In figure：
Fig. 1 is the structure diagram of the processing system of confluence of rainwater and sewage sewage according to embodiments of the present invention.
Specific embodiment
Fig. 1 and following description describe optional embodiment of the invention with instruct those skilled in the art how to implement and
Reproduce the present invention.In order to instruct technical solution of the present invention, some conventional aspects are simplified or have eliminated.Those skilled in the art should
The understanding is derived from the modification of these implementation methods or replacement will within the scope of the invention.Those skilled in the art should understand that under
Stating feature can combine to form multiple modifications of the invention in a variety of ways.Thus, the invention is not limited in following optional
Implementation method, and only limited by claim and their equivalent.
Embodiment 1：
Fig. 1 schematically illustrates the structure diagram of the processing system of the confluence of rainwater and sewage sewage of the embodiment of the present invention, such as Fig. 1
Shown, the processing system of the confluence of rainwater and sewage sewage includes：
Inspection shaft 11, the inspection shaft receives rainwater, sewage, and inside sets grid, for dirt larger in filter water；
Processing pond 41, the processing pond includes：
Mixed zone 42, the mixed zone bottom is installed by aeration unit 31；The water of the inspection shaft output send the mixed zone；
Aeration unit 31 is installed in reaction zone 43, the reaction zone bottom, and first is set between the mixed zone and reaction zone
Separator, the water in mixed zone climbs over first separator and enters in reaction zone；Aeration unit uses aeration plate, air blower to set
Put outside the processing pond；
Dosing unit 21, the output end of the dosing unit connects the mixed zone, for quantitative flocculant to be sent into
Mixed zone；
Settling zone 44, sets multigroup inclined tube 51 in the settling zone；Between the reaction zone and settling zone set second every
Off member, the passage that the water in mixed zone is climbed between the bottom wall of second separator and processing pond enters in settling zone；It is described heavy
The clear water of the mixed zone, generation is sent to send the artificial swamp in the part of the sludge that shallow lake area produces；
Artificial swamp 61, the artificial swamp includes：
Water plant, such as canna or aquatic iris；
Plantation soil layer；
Gravel bed；
Drainpipe, the openend of the drainpipe is arranged in the gravel bed；
Collecting-tank 81, the port of export of the drainpipe is arranged in the collecting-tank.
The processing method of the confluence of rainwater and sewage sewage of the embodiment of the present invention, namely above-mentioned confluence of rainwater and sewage sewage processing system
The course of work, the processing method of the confluence of rainwater and sewage sewage is comprised the following steps：
(A1) confluence of rainwater and sewage sewage enters in inspection shaft, and part dirt is trapped, and sewage is sent in processing pond；
(A2) sewage, flocculant and sludge enter in the mixed zone of processing pond, mixed zone bottom aeration；
(A3) sewage is crossed separator and is entered in reaction zone, and reaction zone bottom aeration, reacted sewage enters settling zone；
(A4) sewage enters inclined tube, enters to float and sinking watching simultaneously in settling zone, promotes efficiently separating for muddy water, that is, hang
Floading condition flco acts on float downward in microbubble, and bulky grain flco is deposited under gravity, to the effect that flco with clear water separate
Really, there are scum silica frost, clear water, inclined tube, sludge settling area successively from top to bottom；Clear water flows into artificial swamp certainly through Rinsing Area.On part
Layer scum silica frost and bottom sludge are arranged through sludge pump reflux outside excess sludge；
(A5) clear water is further purified in artificial swamp, afterwards fed downstream.
Embodiment 2：
The processing system and the application examples of method of according to embodiments of the present invention 1 confluence of rainwater and sewage sewage.
In the application examples, the laying of the gravel bed is highly 80-100cm；From top to down, the gravel of the gravel bed
The particle diameter of stone becomes big, and the particle diameter of the gravel is 1-6cm；It is arranged on the aeration plate size 20- of the mixed zone and reaction zone
30cm；The sewage between the reaction zone and settling zone with separator, reaction zone passes through between separator and processing pond bottom wall
Passage enters in settling zone；The flocculant is aluminium polychloride or PAFC；Aeration blast is described mixed in 4-5MPa
Close the bubble size 0.1-1mm, aeration plate service area 1.0m of the aeration in area and reaction zone2/, aeration rate is gas-water ratio control
System is in 4-5.
Claims (10)
1. a kind of processing system of confluence of rainwater and sewage sewage, it is characterised in that：The processing system of the confluence of rainwater and sewage sewage includes：
Inspection shaft, the inspection shaft receives rainwater, sewage, and inside sets grid；
Processing pond, the processing pond includes：
Mixed zone, the mixed zone bottom is installed by aeration unit；The water of the inspection shaft output send the mixed zone；
Aeration unit is installed in reaction zone, the reaction zone bottom, and the first separator is set between the mixed zone and reaction zone, mixes
Water in conjunction area climbs over first separator and enters in reaction zone；
Dosing unit, the output end of the dosing unit connects the mixed zone；
Settling zone, sets inclined tube in the settling zone；Second separator is set between the reaction zone and settling zone, in mixed zone
Water climb over passage between the bottom wall of second separator and processing pond and enter in settling zone；The sludge that the settling zone is produced
Part send the clear water of the mixed zone, generation to send the artificial swamp.
2. the processing system of confluence of rainwater and sewage sewage according to claim 1, it is characterised in that：The artificial swamp includes：
Water plant；
Plantation soil layer；
Gravel bed；
Drainpipe, the openend of the drainpipe is arranged in the gravel bed；
Collecting-tank, the port of export of the drainpipe is arranged in the collecting-tank.
3. the processing system of confluence of rainwater and sewage sewage according to claim 2, it is characterised in that：From top to down, the gravel
The particle diameter of the gravel of stone bed becomes big, and the particle diameter of the gravel is 1-6cm.
4. the processing system of confluence of rainwater and sewage sewage according to claim 2, it is characterised in that：The water plant is beauty
Any of several broadleaf plants or aquatic iris.
5. the processing system of confluence of rainwater and sewage sewage according to claim 2, it is characterised in that：Be arranged on the mixed zone and
The aeration plate size 20-30cm of reaction zone.
6. the processing system of confluence of rainwater and sewage sewage according to claim 2, it is characterised in that：The laying of the gravel bed is high
It is 80-100cm to spend.
7. the processing method of confluence of rainwater and sewage sewage, the processing method of the confluence of rainwater and sewage sewage is comprised the following steps：
(A1) confluence of rainwater and sewage sewage enters in inspection shaft, and part dirt is trapped, and sewage is sent in processing pond；
(A2) sewage, flocculant and sludge enter in the mixed zone of processing pond, mixed zone bottom aeration；
(A3) sewage is crossed separator and is entered in reaction zone, and reaction zone bottom aeration, reacted sewage enters settling zone；
(A4) sewage is upward through the inclined tube in settling zone, and sludge settling, the clear water on upper strata send the part of artificial swamp, sludge to send
The mixed zone；
(A5) clear water is further purified in artificial swamp, afterwards fed downstream.
8. the processing method of confluence of rainwater and sewage sewage according to claim 7, it is characterised in that：The reaction zone and settling zone
Between there is separator, the sewage of reaction zone is entered in settling zone by the passage between separator and processing pond bottom wall.
9. the processing method of confluence of rainwater and sewage sewage according to claim 7, it is characterised in that：The flocculant is polymerization chlorine
Change aluminium or PAFC.
10. the processing method of confluence of rainwater and sewage sewage according to claim 7, it is characterised in that：The mixed zone and reaction
The bubble size 0.1-1mm of the aeration in area, aeration plate service area 1.0m2/, in 4-5MPa, aeration rate is aeration blast
Gas-water ratio is controlled in 4-5.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611244578.7A CN106746232A (en) | 2016-12-29 | 2016-12-29 | The processing system and method for confluence of rainwater and sewage sewage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611244578.7A CN106746232A (en) | 2016-12-29 | 2016-12-29 | The processing system and method for confluence of rainwater and sewage sewage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106746232A true CN106746232A (en) | 2017-05-31 |
Family
ID=58928573
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611244578.7A Withdrawn CN106746232A (en) | 2016-12-29 | 2016-12-29 | The processing system and method for confluence of rainwater and sewage sewage |
Country Status (1)
| Country | Link |
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| CN (1) | CN106746232A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113323102A (en) * | 2021-06-01 | 2021-08-31 | 生态环境部华南环境科学研究所 | Structure and method for intercepting and treating non-point source pollution in urban rainy season |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20110061945A (en) * | 2009-12-02 | 2011-06-10 | 이동희 | Recycling method of rainwater |
| CN203187490U (en) * | 2013-02-17 | 2013-09-11 | 上海建浩工程顾问有限公司 | Rainwater and sewage treating and recycling system for green building |
| CN104817209A (en) * | 2015-04-29 | 2015-08-05 | 安徽清环水工科技有限公司 | Buried efficient treater of initial rainwater |
| CN105084597A (en) * | 2015-08-26 | 2015-11-25 | 北京交通大学 | Treatment device and collection method for rainwater |
| CN204874202U (en) * | 2015-07-31 | 2015-12-16 | 环境保护部华南环境科学研究所 | High load capacity rain flood lasts reinforces process systems who purifies |
| CN206538303U (en) * | 2016-12-29 | 2017-10-03 | 聚光科技(杭州)股份有限公司 | The processing system of confluence of rainwater and sewage sewage |
-
2016
- 2016-12-29 CN CN201611244578.7A patent/CN106746232A/en not_active Withdrawn
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20110061945A (en) * | 2009-12-02 | 2011-06-10 | 이동희 | Recycling method of rainwater |
| CN203187490U (en) * | 2013-02-17 | 2013-09-11 | 上海建浩工程顾问有限公司 | Rainwater and sewage treating and recycling system for green building |
| CN104817209A (en) * | 2015-04-29 | 2015-08-05 | 安徽清环水工科技有限公司 | Buried efficient treater of initial rainwater |
| CN204874202U (en) * | 2015-07-31 | 2015-12-16 | 环境保护部华南环境科学研究所 | High load capacity rain flood lasts reinforces process systems who purifies |
| CN105084597A (en) * | 2015-08-26 | 2015-11-25 | 北京交通大学 | Treatment device and collection method for rainwater |
| CN206538303U (en) * | 2016-12-29 | 2017-10-03 | 聚光科技(杭州)股份有限公司 | The processing system of confluence of rainwater and sewage sewage |
Non-Patent Citations (1)
| Title |
|---|
| 延克军等: "城市污水处理厂二沉池出水曝气混合絮凝的研究", 《环境工程学报》 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113323102A (en) * | 2021-06-01 | 2021-08-31 | 生态环境部华南环境科学研究所 | Structure and method for intercepting and treating non-point source pollution in urban rainy season |
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Application publication date: 20170531 |
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