CN105461159A - A central-island type integrated wastewater treating device - Google Patents

A central-island type integrated wastewater treating device Download PDF

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Publication number
CN105461159A
CN105461159A CN201510794550.XA CN201510794550A CN105461159A CN 105461159 A CN105461159 A CN 105461159A CN 201510794550 A CN201510794550 A CN 201510794550A CN 105461159 A CN105461159 A CN 105461159A
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CN
China
Prior art keywords
tank
pond
water
aerobic
anoxic
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Pending
Application number
CN201510794550.XA
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Chinese (zh)
Inventor
邓帮武
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Anhui Shunyu Water Affairs Co Ltd
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Anhui Shunyu Water Affairs Co Ltd
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Application filed by Anhui Shunyu Water Affairs Co Ltd filed Critical Anhui Shunyu Water Affairs Co Ltd
Priority to CN201510794550.XA priority Critical patent/CN105461159A/en
Publication of CN105461159A publication Critical patent/CN105461159A/en
Pending legal-status Critical Current

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  • Biological Treatment Of Waste Water (AREA)
  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Abstract

A central-island type integrated wastewater treating device is disclosed. The device is characterized in that the device comprises an anaerobic tank, a first-stage aerobic tank, an anoxic tank, a second-stage aerobic tank, a rapid sediment reflux tank and a filter tank, a gas lifting gear is mounted in the anaerobic tank, the anaerobic tank and the first-stage aerobic tank are separated by a double-layer barrier wall, the bottom of the first-stage aerobic tank is provided with a water flowing hole, the first-stage aerobic tank and the anoxic tank are separated by a single-layer barrier wall, the top of the anoxic tank is provided with a water flowing hole, the anoxic tank and the second-stage aerobic tank are separated by a single-layer barrier wall, a water channel is provided in the second-stage aerobic tank and is connected to the rapid sediment reflux tank, the second-stage aerobic tank and the anaerobic tank are separated by a double-layer barrier wall, the rapid sediment reflux tank performs sludge-water separation on fed water, and clarified water after sludge-water separation is fed to the filter tank, purified again and pumped out of a machine body through a clear water lifting pump. A central-island type circulating manner is adopted for wastewater treatment to ensure that treated water meets national safety standards in China. The device is suitable for popularization and application for wastewater treatment in rural areas.

Description

A kind of central island-type integrated sewage treating apparatus
Technical field
The present invention relates to field of sewage treatment, specifically belong to a kind of central island-type integrated sewage treating apparatus.
Background technology
The data of tool statistical yearbook in 2013: national city-level treatment rate of domestic sewage reached 99.1% in 2006 to 2013, and County finance wastewater treatment rate is 82.6%.But national rural sewage treatment rate is only 0.7% in 2012.Only have the rural sewage treatment of the developed regions such as Hai ﹑ Tianjin Shang Bei Jing ﹑ to obtain certain achievement, Beijing and Rural Shanghai wastewater treatment rate are shortly past 40%.Want to solve national water pollution problems, China's rural sewage treatment problem must be solved.In conjunction with features such as China rural area area great ﹑ population Fen San ﹑ are backward in economy, solve rural sewage treatment problem, must solve following problem: 1, one-time investment is little, and working cost is low; 2, stable effluent quality, can realize the running of automatization left unguarded; 3, facilities and equipment and the relative technological products life-span long, few occur or the second investment do not occur; 4, can distributing treatment in situ be carried out.In order to solve the problem, the invention provides a kind of central island-type integrated sewage treating apparatus.
Summary of the invention
The invention provides a kind of central island-type integrated sewage treating apparatus, to solve the problem mentioned in above-mentioned background technology.In addition, the present invention can realize economic security environmental protection and stably run continuously, is applicable to domestic rural sewage treatment and promotes the use of.
The technical solution used in the present invention is as follows:
A kind of central island-type integrated sewage treating apparatus, it is characterized in that comprising anaerobic pond, one section of Aerobic Pond, anoxic pond, two sections of Aerobic Ponds, rapid precipitation backflow pool and filter tank, installing gas lifting gear in described anaerobic pond, anaerobic pond and one section of Aerobic Pond centre double partition separate, water hole is had bottom described one section of Aerobic Pond, one section separates with individual layer partition wall between Aerobic Pond and anoxic pond, water hole is arranged at described anoxic pond top, separate with individual layer partition wall between anoxic pond and two sections of Aerobic Ponds, aquaporin was established to be connected with rapid precipitation backflow pool in described two sections of Aerobic Ponds, two sections separate with double partition between Aerobic Pond and anaerobic pond, described rapid precipitation backflow pool carries out mud-water separation to water, after mud-water separation, primary water enters filter tank and again purifies, and pump body by clear water lift pump.
Be a kind of anaerobism and anoxic combinational environment in described anaerobic pond, anaerobic pond mid-board top arranges gas lift device setter.
Have aerating apparatus and high-efficiency composite biological filler in described one section of Aerobic Pond, aerated conduit is punched-type aeration tube, and high efficiency composition thing filler carries out organic matter removal, bio-digestion, aerobic suction phosphorus to water body.
Described rapid precipitation backflow pool is divided into the sludge condensation beds of precipitation, sludge collector, sludge reflux device, sludge condensation room, mud buffer layer, reinforced deposition floor, clarification and effluent floor.
Have multiple deep bed filter and a clear water lift pump in described filter tank, multiple deep bed filter independent work, after filtering, clear water pumps body through lift pump.
Compared with the prior art, beneficial effect of the present invention is as follows:
The present invention, by carrying out preferred design combination to anaerobic pond, one section of Aerobic Pond, anoxic pond, two sections of Aerobic Ponds, rapid precipitation backflow pool and filter tanks, meets the actual requirement in China's rural sewage treatment process: one-time investment is little, and working cost is low; Stable effluent quality, can realize the running of automatization left unguarded; Facilities and equipment and the relative technological products life-span long, few occur or the second investment do not occur; Distributing treatment in situ can be carried out.The present invention can realize economic security environmental protection and stably run continuously, is applicable to domestic rural sewage treatment and promotes the use of.
Accompanying drawing explanation
Fig. 1 is floor map of the present invention;
Fig. 2 is the diagrammatic cross-section of Fig. 1;
Fig. 3 is another diagrammatic cross-section of Fig. 1.
Embodiment
See accompanying drawing: a kind of central island-type integrated sewage treating apparatus, it is characterized in that comprising anaerobic pond 1, one section of Aerobic Pond 2, anoxic pond 3, two sections of Aerobic Ponds 4, rapid precipitation backflow pool 5 and filter tank 6, installing gas lifting gear 101 in described anaerobic pond 1, anaerobic pond 1 and one section of Aerobic Pond 2 centre double partition 102 separate, water hole 202 is had bottom described one section of Aerobic Pond 2, separate with individual layer partition wall 201 between one section of Aerobic Pond 2 and anoxic pond 3, water hole 302 is arranged at described anoxic pond 3 top, separate with individual layer partition wall 301 between anoxic pond 3 and two sections of Aerobic Ponds 4, aquaporin-4 01 was established to be connected with rapid precipitation backflow pool 5 in described two sections of Aerobic Ponds 4, separate with double partition 402 between two sections of Aerobic Ponds 4 and anaerobic pond 1, described rapid precipitation backflow pool 5 pairs of waters carry out mud-water separation, after mud-water separation, primary water enters filter tank 6 and again purifies, and pump body by clear water lift pump 602.Be a kind of anaerobism and anoxic combinational environment in described anaerobic pond 1, anaerobic pond 1 mid-board 102 top arranges gas lift device setter 103.Have aerating apparatus 203 and high-efficiency composite biological filler in described one section of Aerobic Pond 2, aerated conduit is punched-type aeration tube, and high efficiency composition thing filler carries out organic matter removal, bio-digestion, aerobic suction phosphorus to water body.Described rapid precipitation backflow pool 5 is divided into the sludge condensation beds of precipitation 501, sludge collector 504, sludge reflux device 503, sludge condensation room 502, mud buffer layer 505, reinforced deposition floor 506, clarification and effluent floor 507.Have multiple deep bed filter 601 and a clear water lift pump 602 in described filter tank 6, multiple deep bed filter 601 independent work, after filtering, clear water pumps body through lift pump 602.

Claims (5)

1. a central island-type integrated sewage treating apparatus, it is characterized in that comprising anaerobic pond, one section of Aerobic Pond, anoxic pond, two sections of Aerobic Ponds, rapid precipitation backflow pool and filter tank, installing gas lifting gear in described anaerobic pond, anaerobic pond and one section of Aerobic Pond centre double partition separate, water hole is had bottom described one section of Aerobic Pond, one section separates with individual layer partition wall between Aerobic Pond and anoxic pond, water hole is arranged at described anoxic pond top, separate with individual layer partition wall between anoxic pond and two sections of Aerobic Ponds, aquaporin was established to be connected with rapid precipitation backflow pool in described two sections of Aerobic Ponds, two sections separate with double partition between Aerobic Pond and anaerobic pond, described rapid precipitation backflow pool carries out mud-water separation to water, after mud-water separation, primary water enters filter tank and again purifies, and pump body by clear water lift pump.
2. a kind of central island-type integrated sewage treating apparatus according to claim 1, it is characterized in that it being a kind of anaerobism and anoxic combinational environment in described anaerobic pond, anaerobic pond mid-board top arranges gas lift device setter.
3. a kind of central island-type integrated sewage treating apparatus according to claim 1, it is characterized in that having aerating apparatus and high-efficiency composite biological filler in described one section of Aerobic Pond, aerated conduit is punched-type aeration tube, and high efficiency composition thing filler carries out organic matter removal, bio-digestion, aerobic suction phosphorus to water body.
4. a kind of central island-type integrated sewage treating apparatus according to claim 1, is characterized in that described rapid precipitation backflow pool is divided into the sludge condensation beds of precipitation, sludge collector, sludge reflux device, sludge condensation room, mud buffer layer, reinforced deposition floor, clarification and effluent floor.
5. a kind of central island-type integrated sewage treating apparatus according to claim 1, is characterized in that having multiple deep bed filter and a clear water lift pump in described filter tank, multiple deep bed filter independent work, and after filtering, clear water pumps body through lift pump.
CN201510794550.XA 2015-11-17 2015-11-17 A central-island type integrated wastewater treating device Pending CN105461159A (en)

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Application Number Priority Date Filing Date Title
CN201510794550.XA CN105461159A (en) 2015-11-17 2015-11-17 A central-island type integrated wastewater treating device

Publications (1)

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CN105461159A true CN105461159A (en) 2016-04-06

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106630151A (en) * 2017-02-13 2017-05-10 广东益康生环保科技有限公司 Integral breeding wastewater treatment device and method for treating breeding wastewater by using integral breeding wastewater treatment device
CN108275779A (en) * 2018-03-05 2018-07-13 四川中科水务科技有限公司 A kind of integrated sewage disposal bioreactor

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007313504A (en) * 2006-05-26 2007-12-06 Ecodays Co Ltd Apparatus for treating waste water and method therefor
CN201106008Y (en) * 2007-10-19 2008-08-27 张贤彬 Unified multifunctional sewage water biological-purification reusing apparatus
CN101514069A (en) * 2009-04-03 2009-08-26 北京首钢国际工程技术有限公司 Coking wastewater biological denitrificaion treatment process
CN101654300A (en) * 2008-08-18 2010-02-24 刘晓宇 Biological full-denitrification treatment technology for 'F/O/F' coking wastewater
CN102020394A (en) * 2009-09-17 2011-04-20 东莞市红树林环保科技有限公司 Sewage treatment system
CN203513359U (en) * 2013-06-08 2014-04-02 大连生源水处理设备发展有限公司 Integrated bioreactor for treating industrial wastewater and domestic wastewater
CN205187985U (en) * 2015-11-17 2016-04-27 安徽舜禹水务股份有限公司 Center island formula integrative sewage treatment device

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007313504A (en) * 2006-05-26 2007-12-06 Ecodays Co Ltd Apparatus for treating waste water and method therefor
CN201106008Y (en) * 2007-10-19 2008-08-27 张贤彬 Unified multifunctional sewage water biological-purification reusing apparatus
CN101654300A (en) * 2008-08-18 2010-02-24 刘晓宇 Biological full-denitrification treatment technology for 'F/O/F' coking wastewater
CN101514069A (en) * 2009-04-03 2009-08-26 北京首钢国际工程技术有限公司 Coking wastewater biological denitrificaion treatment process
CN102020394A (en) * 2009-09-17 2011-04-20 东莞市红树林环保科技有限公司 Sewage treatment system
CN203513359U (en) * 2013-06-08 2014-04-02 大连生源水处理设备发展有限公司 Integrated bioreactor for treating industrial wastewater and domestic wastewater
CN205187985U (en) * 2015-11-17 2016-04-27 安徽舜禹水务股份有限公司 Center island formula integrative sewage treatment device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106630151A (en) * 2017-02-13 2017-05-10 广东益康生环保科技有限公司 Integral breeding wastewater treatment device and method for treating breeding wastewater by using integral breeding wastewater treatment device
CN108275779A (en) * 2018-03-05 2018-07-13 四川中科水务科技有限公司 A kind of integrated sewage disposal bioreactor

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Application publication date: 20160406

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