CN206188575U - Wastewater treatment system - Google Patents

Wastewater treatment system Download PDF

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Publication number
CN206188575U
CN206188575U CN201621061985.XU CN201621061985U CN206188575U CN 206188575 U CN206188575 U CN 206188575U CN 201621061985 U CN201621061985 U CN 201621061985U CN 206188575 U CN206188575 U CN 206188575U
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CN
China
Prior art keywords
input
waste water
output end
water treatment
aeration tank
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.)
Expired - Fee Related
Application number
CN201621061985.XU
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Chinese (zh)
Inventor
李伟荣
邝国强
许红旺
李钦凯
胡浩铭
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.)
Dongguan Yuefeng Wastewater Treatment Co Ltd
Original Assignee
Dongguan Yuefeng Wastewater Treatment Co Ltd
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 Dongguan Yuefeng Wastewater Treatment Co Ltd filed Critical Dongguan Yuefeng Wastewater Treatment Co Ltd
Priority to CN201621061985.XU priority Critical patent/CN206188575U/en
Application granted granted Critical
Publication of CN206188575U publication Critical patent/CN206188575U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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  • Biological Treatment Of Waste Water (AREA)

Abstract

The utility model relates to a waste water treatment technology field especially relates to a wastewater treatment system, and its structure includes wastewater disposal basin, coarse filter, aeration tank, oxygen -eliminating device, anaerobic reactor, marsh gas recovery unit, water recovery pond, solids blender, feeder, squeezes enrichment facility and discharge apparatus, the output and the input in filtering pond of wastewater disposal basin are connected, and the first output and the input of aeration tank of coarse filter are connected, and the output of aeration tank is connected with the input of oxygen -eliminating device, and the output of oxygen -eliminating device is connected with anaerobic reactor's input, and anaerobic reactor's first output and marsh gas recovery unit are connected, and anaerobic reactor's second output and water recovery pond's input are connected, the second output and the input of solids blender of coarse filter are connected, the solids blender in proper order with feeder, squeeze the enrichment facility and discharge apparatus is connected. This wastewater treatment system has the advantage that the treatment effect is good to can avoid the wasting of resources, reduction in production cost.

Description

A kind of Waste Water Treatment
Technical field
The utility model is related to technical field of waste water processing, more particularly to a kind of Waste Water Treatment.
Background technology
At present, the processing method of waste water includes physical method and chemical method, such as physical method, absorption method;Chemical method, Such as oxidizing process, electrolysis, photocatalytic method.With industrial expansion, produced amount of industrial wastewater is huge.Industrial wastewater refers to Waste water, sewage and the waste liquid produced during industrial production, wherein containing the industrial production materials for outflowing with water, middle product The pollutant produced in thing and product and production process.Due in industrial wastewater containing substantial amounts of water insoluble particulate matter and The chemical pollutant of water is dissolved in, if these industrial wastewaters are directly discharged to the external world, environment certainly will be polluted, influence human health.
Prior art is typically relatively simple to the processing method of waste water, not only there is the bad defect for the treatment of effect, and, The waste water after general treatment is just directly discharged to the external world after environmental requirement is met at present, without being carried out to handled waste water Recycle, therefore, the wasting of resources is caused, while improve production cost.
The content of the invention
The purpose of this utility model is to avoid weak point of the prior art and provide a kind of Waste Water Treatment, should Waste Water Treatment has the advantages that high treating effect, and can avoid the wasting of resources, reduces production cost.
The purpose of this utility model is achieved through the following technical solutions:
A kind of Waste Water Treatment, including wastewater disposal basin, coarse filter, aeration tank, oxygen-eliminating device, anaerobic reactor, biogas are provided Retracting device, recovery pond, solids blender, charging gear, squeezing enrichment facility and device for discharging;
The output end of the wastewater disposal basin is connected with the input of the coarse filter, the first output end of the coarse filter and institute The input connection of aeration tank is stated, the output end of the aeration tank is connected with the input of the oxygen-eliminating device, the oxygen-eliminating device Output end is connected with the input of the anaerobic reactor, and the first output end and the methane recovery of the anaerobic reactor are filled Connection is put, the second output end of the anaerobic reactor is connected with the input in the recovery pond;
Second output end of the coarse filter is connected with the input of the solids blender, the solids blender Output end be connected with the input of the charging gear, the output end of the charging gear with it is described squeezing enrichment facility it is defeated Enter end connection, the output end of the squeezing enrichment facility is connected with the input of the device for discharging.
The Waste Water Treatment also includes water pump, and the output end of the aeration tank passes through the water pump and the oxygen-eliminating device Input connection.
Pipeline between the oxygen-eliminating device and the anaerobic reactor is provided with flowmeter.
The coarse filter is provided with filter screen.
The pore size of the filter screen is 1mm ~ 5mm.
The pore size of the filter screen is 3mm.
The bottom of pond of the aeration tank is provided with micro-hole aerator.
The pool wall of the aeration tank is provided with submersible agitator.
The beneficial effects of the utility model:
(1)A kind of Waste Water Treatment that the utility model is provided, due to carrying out oxidizing process to waste water first with aeration tank Treatment, after the waste water after then processing aeration tank carries out deoxygenation, recycles anaerobic reactor to make further anaerobism to waste water Reaction treatment, therefore, it is combined with anaerobic reactor by aeration tank, enable to the Waste Water Treatment that there is treatment effect Good advantage.In addition, after anaerobic reactor is processed waste water, biogas is on the one hand reclaimed by marsh gas recovery device, it is another Aspect, is recycled by reclaiming pond to the water after treatment, and then avoids the wasting of resources, and the water for recycling Production cost can be reduced.
(2)A kind of Waste Water Treatment that the utility model is provided, due to being provided with coarse filter, the coarse filter can filter Solid impurity in waste water so that solid impurity is stayed in coarse filter, as long as the solid impurity in periodic cleaning coarse filter is Can, and then cause that the Waste Water Treatment is convenient to clean the solid impurity in waste water, and have the advantages that workload is small.
(3)A kind of Waste Water Treatment that the utility model is provided, with simple structure, low production cost, and can fit The characteristics of for mass producing.
Brief description of the drawings
The utility model is described further using accompanying drawing, but content in accompanying drawing is not constituted to of the present utility model What is limited.
Fig. 1 is a kind of structural representation of Waste Water Treatment of the present utility model.
Reference:
Wastewater disposal basin 1;
Coarse filter 2;
Aeration tank 3;
Oxygen-eliminating device 4;
Anaerobic reactor 5;
Marsh gas recovery device 6;
Reclaim pond 7;
Solids blender 8;
Charging gear 9;
Squeezing enrichment facility 10;
Device for discharging 11;
Water pump 12;
Flowmeter 13.
Specific embodiment
With the following Examples and accompanying drawing the utility model is described in further detail.
Embodiment 1.
A kind of Waste Water Treatment of the present embodiment, as shown in figure 1, including wastewater disposal basin 1, coarse filter 2, aeration tank 3, deoxygenation Device 4, anaerobic reactor 5, marsh gas recovery device 6, recovery pond 7, solids blender 8, charging gear 9, squeezing enrichment facility 10 and device for discharging 11;The output end of wastewater disposal basin 1 is connected with the input of coarse filter 2, the first output end and the aeration of coarse filter 2 The input connection in pond 3, the output end of aeration tank 3 is connected with the input of oxygen-eliminating device 4, and the output end of oxygen-eliminating device 4 is anti-with anaerobism The input of device 5 is answered to connect, the first output end of anaerobic reactor 5 is connected with marsh gas recovery device 6, the of anaerobic reactor 5 Two output ends are connected with the input for reclaiming pond 7;Second output end of coarse filter 2 connects with the input of solids blender 8 Connect, the output end of solids blender 8 is connected with the input of charging gear 9, output end and the squeezing concentration dress of charging gear 9 10 input connection is put, the output end for squeezing enrichment facility 10 is connected with the input of device for discharging 11.
A kind of Waste Water Treatment of the present embodiment, due to carrying out oxidative treatment to waste water first with aeration tank 3, then After waste water after processing aeration tank 3 carries out deoxygenation, anaerobic reactor 5 is recycled to make to waste water at further anaerobic reaction Reason, therefore, it is combined with anaerobic reactor 5 by aeration tank 3, enable to the Waste Water Treatment that there is high treating effect Advantage.In addition, after anaerobic reactor 5 is processed waste water, on the one hand reclaiming biogas, the opposing party by marsh gas recovery device 6 Face, the water after reclaiming the treatment of 7 pairs, pond is recycled, and then avoids the wasting of resources, and the water for recycling Production cost can be reduced.
Further, since be provided with coarse filter 2, the solid impurity that the coarse filter 2 can be in filtered wastewater so that solid impurity In staying in coarse filter 2, if the solid impurity in periodic cleaning coarse filter 2, and then cause the Waste Water Treatment just Solid impurity in cleaning waste water, and have the advantages that workload is small.
In the present embodiment, the Waste Water Treatment also includes water pump 12, and the output end of aeration tank 3 passes through water pump 12 and deoxygenation The input connection of device 4.
In the present embodiment, the pipeline between oxygen-eliminating device 4 and anaerobic reactor 5 is provided with flowmeter 13, and then is easy to measurement Flow into the wastewater flow rate of anaerobic reactor 5.
In the present embodiment, coarse filter 2 is provided with filter screen.In the present embodiment, the pore size of filter screen is 3mm. The filter screen of the pore size can well in filtered wastewater solid impurity.
In the present embodiment, the bottom of pond of aeration tank 3 is provided with micro-hole aerator, and then is easy to process waste water.
In the present embodiment, the pool wall of aeration tank 3 is provided with submersible agitator, and then is easy to process waste water.
Embodiment 2.
A kind of embodiment 2 of Waste Water Treatment of the present utility model, the present embodiment exists with the difference of embodiment 1 In in the present embodiment, the pore size of filter screen is 1mm.The filter screen of the pore size being capable of filtered wastewater well In solid impurity.The other structures and operation principle of the present embodiment are same as Example 1, will not be repeated here.
Embodiment 3.
A kind of embodiment 3 of Waste Water Treatment of the present utility model, the present embodiment exists with the difference of embodiment 1 In in the present embodiment, the pore size of filter screen is 5mm.The filter screen of the pore size being capable of filtered wastewater well In solid impurity.The other structures and operation principle of the present embodiment are same as Example 1, will not be repeated here.
Finally it should be noted that above example is merely to illustrate the technical solution of the utility model rather than to this practicality The limitation of novel protected scope, although being explained in detail to the utility model with reference to preferred embodiment, the common skill of this area Art personnel should be appreciated that can modify or equivalent to the technical solution of the utility model, without deviating from this practicality The spirit and scope of new technique scheme.

Claims (8)

1. a kind of Waste Water Treatment, it is characterised in that:Including wastewater disposal basin, coarse filter, aeration tank, oxygen-eliminating device, anaerobic reactor, Marsh gas recovery device, recovery pond, solids blender, charging gear, squeezing enrichment facility and device for discharging;
The output end of the wastewater disposal basin is connected with the input of the coarse filter, the first output end and the exposure of the coarse filter The input connection in gas pond, the output end of the aeration tank is connected with the input of the oxygen-eliminating device, the output of the oxygen-eliminating device End is connected with the input of the anaerobic reactor, and the first output end and the marsh gas recovery device of the anaerobic reactor connect Connect, the second output end of the anaerobic reactor is connected with the input in the recovery pond;
Second output end of the coarse filter is connected with the input of the solids blender, the solids blender it is defeated Go out to hold and be connected with the input of the charging gear, the input of the output end of the charging gear and the squeezing enrichment facility Connection, the output end of the squeezing enrichment facility is connected with the input of the device for discharging.
2. a kind of Waste Water Treatment according to claim 1, it is characterised in that:The Waste Water Treatment also includes water Pump, the output end of the aeration tank is connected by the water pump with the input of the oxygen-eliminating device.
3. a kind of Waste Water Treatment according to claim 1, it is characterised in that:The oxygen-eliminating device and the anaerobic reaction Pipeline between device is provided with flowmeter.
4. a kind of Waste Water Treatment according to claim 1, it is characterised in that:The coarse filter is provided with sieves Net.
5. a kind of Waste Water Treatment according to claim 4, it is characterised in that:The pore size of the filter screen is 1mm~5mm。
6. a kind of Waste Water Treatment according to claim 5, it is characterised in that:The pore size of the filter screen is 3mm。
7. a kind of Waste Water Treatment according to claim 1, it is characterised in that:The bottom of pond of the aeration tank is provided with micro- Hole aerator.
8. a kind of Waste Water Treatment according to claim 1, it is characterised in that:The pool wall of the aeration tank is provided with latent Water agitator.
CN201621061985.XU 2016-09-19 2016-09-19 Wastewater treatment system Expired - Fee Related CN206188575U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621061985.XU CN206188575U (en) 2016-09-19 2016-09-19 Wastewater treatment system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621061985.XU CN206188575U (en) 2016-09-19 2016-09-19 Wastewater treatment system

Publications (1)

Publication Number Publication Date
CN206188575U true CN206188575U (en) 2017-05-24

Family

ID=58728371

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621061985.XU Expired - Fee Related CN206188575U (en) 2016-09-19 2016-09-19 Wastewater treatment system

Country Status (1)

Country Link
CN (1) CN206188575U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108658247A (en) * 2018-05-21 2018-10-16 李霞芬 Sewage disposal system
CN108675550A (en) * 2018-05-21 2018-10-19 李霞芬 Efficient domestic sewage processing system
CN116589141A (en) * 2023-06-21 2023-08-15 东方汇东工程装备有限公司 Sewage treatment system for ecological toilet

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108658247A (en) * 2018-05-21 2018-10-16 李霞芬 Sewage disposal system
CN108675550A (en) * 2018-05-21 2018-10-19 李霞芬 Efficient domestic sewage processing system
CN108675550B (en) * 2018-05-21 2021-06-04 李霞芬 High-efficiency domestic sewage treatment system
CN116589141A (en) * 2023-06-21 2023-08-15 东方汇东工程装备有限公司 Sewage treatment system for ecological toilet

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GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170524

Termination date: 20200919