CN206384982U - A kind of dirty mixed flow waste water processing system of rain - Google Patents
A kind of dirty mixed flow waste water processing system of rain Download PDFInfo
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- CN206384982U CN206384982U CN201621271119.3U CN201621271119U CN206384982U CN 206384982 U CN206384982 U CN 206384982U CN 201621271119 U CN201621271119 U CN 201621271119U CN 206384982 U CN206384982 U CN 206384982U
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Abstract
The utility model discloses a kind of dirty mixed flow waste water processing system of rain, rain dirt pipeline is by sewage transport to receiving dirty pond, it is described to receive dirty pond side provided with internal layer little Chi, the internal layer little Chi and receive between dirty pond by receiving dirty baffle interval, the eaves of receiving on dirty dividing plate is provided with receiving dirty overfall, the internal layer little Chi is by sewage conduct by sewage transport to anaerobic reation pool, cover plate is provided with above the anaerobic reation pool, the side pool wall of the anaerobic reation pool is provided with anaerobism overfall, the sewage that the anaerobism overfall overflows is through pipeline to biological oxidation pond, the qualified discharge pipe in the biological oxidation pond discharges waste water to river course.The technique that the utility model utilizes brick sewage interception and acceptance pond, anaerobic reation pool and the biological oxidation pool, biological treatment is carried out to the dirty mixed flow waste water of rain, the dirty mixed flow waste water of rain can be allowed preferably to be handled, thus realize it is up to standard after be emitted into river course, it is to avoid cause severe contamination to city river.
Description
Technical field
The utility model is related to sewage treatment area.
Background technology
At present, the drainage system of China is mainly using the discharge mode of rain dirt shunting, and the pattern is complete with sewage by rainwater
Separate, conveyed, handled and discharged using respective pipeline, sewage can be handled completely into sewage network, so that
Realize qualified discharge.
But be due to exist following problem cause rain dirt shunting carry out it is extremely difficult, first some old cells by
The objective condition restriction such as government policy, construction technology backwardness in the past, carries out classification collection to rainwater and sewage and discharges；Its
It is secondary, although rain dirt shunting is distinctly claimed in newly-built community design, but unit in charge of construction does not press strictly in process of construction
According to drawing construction, cause the dirty pipeline construction access of rain chaotic, at the same nearby resident and unit in order to draining it is unobstructed, it is and sewage is private
From Storm Sewer Network has been accessed nearby, last sewage flows into river course nearby with rainwater, causes the severe contamination of city river.
Utility model content
Technical problem to be solved in the utility model is to realize that one kind can allow the dirty mixed flow waste water of rain preferably to be handled
Device so that realize it is up to standard after be emitted into river course, it is to avoid cause severe contamination to city river.
To achieve these goals, the technical solution adopted in the utility model is：A kind of dirty mixed flow waste water processing system of rain,
Rain dirt pipeline by sewage transport to receiving dirty pond, it is described to receive by dirty pond provided with internal layer little Chi, the internal layer little Chi and receive between dirty pond
By receiving dirty baffle interval, the eaves of receiving on dirty dividing plate is provided with receiving dirty overfall, and the internal layer little Chi is by sewage conduct by dirt
Water, which is delivered to above anaerobic reation pool, the anaerobic reation pool, is provided with cover plate, and the side pool wall of the anaerobic reation pool, which is provided with, to be detested
Oxygen overfall, the sewage that the anaerobism overfall overflows through pipeline to biological oxidation pond, the biological oxidation pond it is up to standard
Delivery pipe discharges waste water to river course.
The system is provided with emergent delivery pipe, and pool inner water is simultaneously fed directly to by the emergent delivery pipe connection internal layer little Chi
River course.
The system is provided with elevator pump, and the pump riser of the elevator pump extends to anaerobic reation pool, the elevator pump
Pump drain pipe extends to municipal wastewater pipe well, described for driving the liquid-level switch that the elevator pump is opened and closed to be provided with liquid-level floater
Liquid-level floater is placed in anaerobic reation pool.
The dirty pipeline of the rain, which is provided with flow sensor, the internal layer little Chi, is provided with liquid level sensor, the flow sensing
Device and liquid level sensor convey signal to controller, the magnetic valve on the controller output drive signal to emergent delivery pipe.
The qualified discharge pipe is provided with electronic flowmeter, and the electronic flowmeter outputs signal to controller, the control
Device is provided with communication unit, and the communication unit sends institute's acquisition parameter signal to far-end server.
The utility model utilizes the technique in brick sewage interception and acceptance pond, anaerobic reation pool and the biological oxidation pool, to the dirty mixed flow of rain
Waste water carries out biological treatment, and the dirty mixed flow waste water of rain can be allowed preferably to be handled, thus realize it is up to standard after be emitted into river course, keep away
Exempt from customs examination city river causes severe contamination.
Brief description of the drawings
The mark in the content and figure of every width accompanying drawing expression in the utility model specification is briefly described below：
Fig. 1 is the dirty mixed flow waste water processing system block diagram of rain；
Mark in above-mentioned figure is：1st, the dirty pipeline of rain；2nd, dirty pond is received；3rd, internal layer little Chi；4th, sewage conduct；5th, anaerobism is anti-
Ying Chi；6th, anaerobism overfall；7th, dirty overfall is received；8th, emergent delivery pipe；9th, elevator pump；10th, pump riser；11st, pump drain pipe；
12nd, municipal wastewater pipe well；13rd, qualified discharge pipe；14th, liquid-level floater；15th, biological oxidation pond.
Embodiment
As shown in figure 1, rain dirt mixed flow waste water through receive dirty pond 2, internal layer little Chi 3, anaerobic reation pool 5 and biological oxidation pond 15 according to
It is delivered to river course after secondary processing, rain dirt pipeline 1 is delivered to after first rainwater sewage is collected receives dirty pond 2, receiving dirty pond 2 passes through and tentatively sink
Form sediment, after volume larger rubbish precipitation, waste water is by being spaced internal layer little Chi 3 and receiving the dirty overflow of receiving received on dirty dividing plate in dirty pond 2
Mouth 7 flows out to internal layer little Chi 3, and water conservancy is delivered to anaerobic reation pool 5 with deadweight by internal layer little Chi 3 by sewage conduct 4, and anaerobism is anti-
Pond 5 is answered to be provided with cover plate, anaerobic bacteria is used in inside provided with sewage disposal.
The side pool wall of anaerobic reation pool 5 is provided with anaerobism overfall 6, and the sewage that anaerobism overfall 6 overflows is through pipeline
To biological oxidation pond 15, biological oxidation pond 15 is further processed, biological oxidation pond by the degradation of microorganism to sewage
15 can be using aeration oxidizing ecological bed, the last ecological oxygen for wastewater treatment disclosed in Patent No. 200910023679.5
The qualified discharge pipe 13 for changing pond 15 discharges waste water to river course.
If running into torrential rain, emergent delivery pipe may be provided with beyond the dirty mixed flow waste water processing system water process amount of rain, system
8, pool inner water is simultaneously fed directly to river course by the emergent connection internal layer of delivery pipe 8 little Chi 3, is opening for the emergent delivery pipe 8 of auto-control
Put opportunity, rain dirt pipeline 1, which is provided with flow sensor, internal layer little Chi 3, is provided with liquid level sensor, flow sensor and level sensing
Device conveys signal to controller, the magnetic valve on controller output drive signal to emergent delivery pipe 8, only in flow and water level
When reaching higher limit, emergent delivery pipe 8 is then turned on, it is ensured that answer the accuracy on quick-opening valve opportunity.
In addition, anaerobic reation pool 5 is provided with elevator pump 9, the pump riser 10 of elevator pump 9 extends to anaerobic reation pool 5, is lifted
The pump drain pipe 11 of pump 9 extends to municipal wastewater pipe well 12, and the liquid-level switch for driving elevator pump 9 to open and close is provided with liquid-level floater
14, liquid-level floater 14 is placed in anaerobic reation pool 5, and excessive waste water, which touches, in anaerobic reation pool 5 arrives after liquid-level floater 14, will be logical
Cross the startup that liquid-level floater 14 controls elevator pump 9, by riser lifted after by drainpipe be discharged to municipal wastewater pipe well nearby
In 12.
Because the dirty mixed flow waste water processing system of rain will not typically concentrate construction, it is therefore desirable to regular expatriate personnel's maintenance dimension
Shield, in order to real-time monitoring system operating mode, qualified discharge pipe 13 is provided with electronic flowmeter, and electronic flowmeter outputs signal to control
Device processed, controller is provided with communication unit, and communication unit sends institute's acquisition parameter signal to far-end server, facilitates staff to lead to
Processing sewage quantity is crossed to control the interval time of maintenance.
The present invention is exemplarily described above in conjunction with accompanying drawing, it is clear that the utility model is implemented not by above-mentioned
The limitation of mode, if the improvement of the various unsubstantialities of inventive concept and technical scheme of the present invention progress is employed, or not
It is improved by the present invention design and technical scheme directly apply to other occasions, protection domain of the present utility model it
It is interior.
Claims (5)
1. a kind of dirty mixed flow waste water processing system of rain, it is characterised in that：Rain dirt pipeline by sewage transport to receiving dirty pond, it is described to receive dirt
Provided with internal layer little Chi, the internal layer little Chi and receive by receiving dirty baffle interval between dirty pond by pond, it is described to receive eaves on dirty dividing plate and set
Receive dirty overfall, the internal layer little Chi by sewage conduct by sewage transport to anaerobic reation pool, on the anaerobic reation pool
Side is provided with cover plate, and the side pool wall of the anaerobic reation pool is provided with anaerobism overfall, the sewage warp that the anaerobism overfall overflows
Pipeline to biological oxidation pond, the qualified discharge pipe in the biological oxidation pond discharges waste water to river course.
2. the dirty mixed flow waste water processing system of rain according to claim 1, it is characterised in that：The system is provided with emergent discharge
Pool inner water is simultaneously fed directly to river course by pipe, the emergent delivery pipe connection internal layer little Chi.
3. the dirty mixed flow waste water processing system of rain according to claim 2, it is characterised in that：The system is provided with elevator pump,
The pump riser of the elevator pump extends to anaerobic reation pool, and the pump drain pipe of the elevator pump extends to municipal wastewater pipe well,
Liquid-level switch for driving the elevator pump to open and close is provided with liquid-level floater, and the liquid-level floater is placed in anaerobic reation pool.
4. the dirty mixed flow waste water processing system of rain according to Claims 2 or 3, it is characterised in that：The dirty pipeline of the rain is provided with
Liquid level sensor is provided with flow sensor, the internal layer little Chi, flow sensor and liquid level sensor the conveying signal is extremely
Magnetic valve on controller, the controller output drive signal to emergent delivery pipe.
5. the dirty mixed flow waste water processing system of rain according to claim 4, it is characterised in that：The qualified discharge pipe is provided with electricity
Subflow gauge, the electronic flowmeter outputs signal to controller, and the controller is provided with communication unit, the communication unit hair
Go out institute's acquisition parameter signal to far-end server.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621271119.3U CN206384982U (en) | 2016-11-25 | 2016-11-25 | A kind of dirty mixed flow waste water processing system of rain |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621271119.3U CN206384982U (en) | 2016-11-25 | 2016-11-25 | A kind of dirty mixed flow waste water processing system of rain |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206384982U true CN206384982U (en) | 2017-08-08 |
Family
ID=59487115
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621271119.3U Active CN206384982U (en) | 2016-11-25 | 2016-11-25 | A kind of dirty mixed flow waste water processing system of rain |
Country Status (1)
| Country | Link |
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| CN (1) | CN206384982U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107522360A (en) * | 2017-09-18 | 2017-12-29 | 浙江问源环保科技股份有限公司 | A kind of sewage collecting and processing system for being discharged into river course |
| CN112832353A (en) * | 2021-01-14 | 2021-05-25 | 佛山市南海市政工程有限公司 | Urban underground sewage pipeline laying system |
-
2016
- 2016-11-25 CN CN201621271119.3U patent/CN206384982U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107522360A (en) * | 2017-09-18 | 2017-12-29 | 浙江问源环保科技股份有限公司 | A kind of sewage collecting and processing system for being discharged into river course |
| CN107522360B (en) * | 2017-09-18 | 2024-02-02 | 浙江问源环保科技股份有限公司 | Sewage collection and treatment system discharged into river channel |
| CN112832353A (en) * | 2021-01-14 | 2021-05-25 | 佛山市南海市政工程有限公司 | Urban underground sewage pipeline laying system |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 241000 building B6, comprehensive service zone, high tech Zone, Wuhu City, Anhui Province Patentee after: Anhui water rhyme environmental protection Limited by Share Ltd Address before: 241000 Anhui Province, Wuhu city Yijiang District Ma Tang Town Center 2 floor Plaza Patentee before: ANHUI SHUIYUN ENVIRONMENTAL PROTECTION TECHNOLOGY CO., LTD. |