CN204958667U - Resident sewage treatment system - Google Patents

Resident sewage treatment system Download PDF

Info

Publication number
CN204958667U
CN204958667U CN201520650282.XU CN201520650282U CN204958667U CN 204958667 U CN204958667 U CN 204958667U CN 201520650282 U CN201520650282 U CN 201520650282U CN 204958667 U CN204958667 U CN 204958667U
Authority
CN
China
Prior art keywords
pond
sludge
sewage treatment
pool
treatment systems
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.)
Active
Application number
CN201520650282.XU
Other languages
Chinese (zh)
Inventor
施海仁
张羽
许鲁亮
姚坤
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.)
Hefei Zhongsheng Water Development Co Ltd
Original Assignee
Hefei Zhongsheng Water Development 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 Hefei Zhongsheng Water Development Co Ltd filed Critical Hefei Zhongsheng Water Development Co Ltd
Priority to CN201520650282.XU priority Critical patent/CN204958667U/en
Application granted granted Critical
Publication of CN204958667U publication Critical patent/CN204958667U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a resident sewage treatment system, promote unit, flocculation and precipitation pond, the pond of hydrolysising, the biochemical pond of AAO, two heavy ponds, contact oxidation tank, inclined lamellar precipitation pond, filter unit and disinfection pond including the grid that connects gradually. The utility model discloses an each stage will be defiled the water pollutant and carried out all -round elimination, improve the rate of recovery of sewage.

Description

A kind of resident living Sewage treatment systems
Technical field
The utility model relates to sewage treatment area, specifically a kind of resident living Sewage treatment systems.
Background technology
The shortage of water resources is more and more serious, and so, a lot of country of the world also faces same problem, has had a strong impact on daily life and expanding economy in China.In daily life, household water is many especially, thus how processes the sewage of family, waste water and recycles, cause the attention of each side, also poured into the painstaking effort of a lot of technician.Be generally by the sterilization that carries out disinfection again after sewage collecting sedimentation and filtration, reach the object of recycling, but in the sewage of this mode process or containing a lot of objectionable impurities, cannot recycle.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of resident living Sewage treatment systems, by each stage, dirty water pollutant is carried out comprehensive elimination, improves the rate of recovery of sewage.
The technical solution of the utility model is:
A kind of resident living Sewage treatment systems, includes the grid lift unit, flocculation sedimentation tank, hydrolytic tank, A/A/O biochemistry pool, second pond, contact-oxidation pool, inclined-plate clarifying basin, filtering unit and the sterilization pool that connect successively; Described grid lift unit includes the grid and Boosting pumping station that arrange in turn; Described A/A/O biochemistry pool includes anaerobic pond, anoxic pond and Aerobic Pond; Described contact-oxidation pool is connected with blast aeration machine.
The feed-water end of described grid is provided with front pH value tester, and the water side of Boosting pumping station is provided with rear pH value tester, and the water side of described Boosting pumping station is connected with equalizing tank.
Described resident living Sewage treatment systems also includes carbon source throwing device, and carbon source throwing device adds carbon source in anoxic pond.
Described resident living Sewage treatment systems also include arrange in turn sludge storage pool, excess sludge pond and sludge dewatering equipment, described flocculation sedimentation tank is all connected with sludge storage pool with the sludge outlet of inclined-plate clarifying basin, the mud relief outlet of the sludge outlet bottom described sludge storage pool, hydrolytic tank and the sludge outlet of second pond are all connected with excess sludge pond, and the relief outlet in excess sludge pond is connected with the import of sludge dewatering equipment.
Advantage of the present utility model:
The floating matter that the utility model is removed by grid lift unit, the small organic molecule that flocculation sedimentation tank forms flocs unit, the larger molecular organics of difficult degradation is degraded to easily biochemistry by hydrolytic tank, thus be conducive to subsequent biochemical process; In A/A/O biochemistry pool of the present utility model, anaerobic pond by the Phosphurus release in returned sluge, anoxic pond will intake in NO 3 -and nitrate denitrification becomes nitrogen in phegma, Aerobic Pond is by majority of organic pollutants degraded in sewage, by the phosphorus in nitrated for ammonia nitrogen in sewage one-tenth nitrite and nitrate, active sludge excessively absorption effluent, Biochemical Treatment is good, eliminates most objectionable impurities in sewage.One-piece construction of the present utility model is simple, and it is convenient to implement, and stable effluent quality is up to standard.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Embodiment
See Fig. 1, a kind of resident living Sewage treatment systems, include the grid lift unit 1, flocculation sedimentation tank 2, hydrolytic tank 3, A/A/O biochemistry pool 4, second pond 5, contact-oxidation pool 6, inclined-plate clarifying basin 7, filtering unit 8 and the sterilization pool 9 that connect successively; Grid lift unit includes the grid and Boosting pumping station that arrange in turn, and the feed-water end of grid is provided with front pH value tester, and the water side of Boosting pumping station is provided with rear pH value tester, and the water side of Boosting pumping station is connected with equalizing tank 10; A/A/O biochemistry pool 4 includes anaerobic pond, anoxic pond and Aerobic Pond, and carbon source throwing device 11 adds carbon source in anoxic pond; Contact-oxidation pool 6 is connected with blast aeration machine 12;
Wherein, flocculation sedimentation tank 2 is all connected with sludge storage pool 13 with the sludge outlet of inclined-plate clarifying basin 7, the mud relief outlet of the sludge outlet bottom sludge storage pool 13, hydrolytic tank 3 and the sludge outlet of second pond 5 are all connected with excess sludge pond 14, and the relief outlet in excess sludge pond 14 is connected with the import of sludge dewatering equipment 15.
Principle of work of the present utility model:
First sanitary sewage enters grid lift unit 1, if the water inlet PH that front pH value tester detects is acid, add before grid process sodium hydroxide solution carry out in and regulate, after the floating matter that grid is removed, enter the suction well of Boosting pumping station, sewage enters flocculation sedimentation tank 2 after being promoted by lift pump, if the water inlet PH that rear pH value tester detects can not reach desired effect, the water outlet of lift pump is switched to equalizing tank; Sewage to mix with aluminium chlorohydroxide at flocculation sedimentation tank 2 and forms flocs unit, then carries out precipitation mud-water separation; The supernatant liquor of flocculation sedimentation tank 2 enters hydrolytic tank 3, and in waste water, the larger molecular organics of difficult degradation is degraded to easily biochemical small organic molecule; The water outlet of hydrolytic tank 3 enters in A/A/O biochemistry pool 4, at anaerobic pond by the Phosphurus release in returned sluge, and NO in intaking in anoxic pond 3 -and nitrate denitrification becomes nitrogen in phegma, in Aerobic Pond by majority of organic pollutants degraded in sewage, by the phosphorus in nitrated for ammonia nitrogen in sewage one-tenth nitrite and nitrate, active sludge excessively absorption effluent, consider that the denitrifying carbon source of possibility biochemical treatment unit is not enough, carbon source throwing device 11 is set, if carbon source is not enough in operational process, in anoxic pond, add carbon source; A/A/O biochemistry pool 4 water outlet enters second pond 5 and carries out mud-water separation, returned sluge is promoted to A/A/O biochemistry pool 4 front end, excess sludge is promoted to excess sludge pond 14, second pond 5 supernatant liquor enters contact-oxidation pool 6, blast aeration in pond, removes the pollutents such as dirty organic pollutants, ammonia nitrogen, total nitrogen further by microorganism on filler; The water outlet of contact-oxidation pool 6 enters inclined-plate clarifying basin 7, removes flco and suspended substance; The water outlet of inclined-plate clarifying basin 7 enters filtering unit 8, removes suspended substance and nitrogen phosphorus substance in sewage further; The water outlet of filtering unit 8 enters sterilization pool 9 and carries out disinfection, and adds dioxide peroxide and carry out disinfection in sterilization pool, qualified discharge after sterilization.

Claims (4)

1. a resident living Sewage treatment systems, is characterized in that: include the grid lift unit, flocculation sedimentation tank, hydrolytic tank, A/A/O biochemistry pool, second pond, contact-oxidation pool, inclined-plate clarifying basin, filtering unit and the sterilization pool that connect successively; Described grid lift unit includes the grid and Boosting pumping station that arrange in turn; Described A/A/O biochemistry pool includes anaerobic pond, anoxic pond and Aerobic Pond; Described contact-oxidation pool is connected with blast aeration machine.
2. a kind of resident living Sewage treatment systems according to claim 1, it is characterized in that: the feed-water end of described grid is provided with front pH value tester, the water side of Boosting pumping station is provided with rear pH value tester, and the water side of described Boosting pumping station is connected with equalizing tank.
3. a kind of resident living Sewage treatment systems according to claim 1, is characterized in that: described resident living Sewage treatment systems also includes carbon source throwing device, and carbon source throwing device adds carbon source in anoxic pond.
4. a kind of resident living Sewage treatment systems according to claim 1, it is characterized in that: described resident living Sewage treatment systems also include arrange in turn sludge storage pool, excess sludge pond and sludge dewatering equipment, described flocculation sedimentation tank is all connected with sludge storage pool with the sludge outlet of inclined-plate clarifying basin, the mud relief outlet of the sludge outlet bottom described sludge storage pool, hydrolytic tank and the sludge outlet of second pond are all connected with excess sludge pond, and the relief outlet in excess sludge pond is connected with the import of sludge dewatering equipment.
CN201520650282.XU 2015-08-26 2015-08-26 Resident sewage treatment system Active CN204958667U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520650282.XU CN204958667U (en) 2015-08-26 2015-08-26 Resident sewage treatment system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520650282.XU CN204958667U (en) 2015-08-26 2015-08-26 Resident sewage treatment system

Publications (1)

Publication Number Publication Date
CN204958667U true CN204958667U (en) 2016-01-13

Family

ID=55053747

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520650282.XU Active CN204958667U (en) 2015-08-26 2015-08-26 Resident sewage treatment system

Country Status (1)

Country Link
CN (1) CN204958667U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105693023A (en) * 2016-03-04 2016-06-22 肖花 Integrated underground wastewater treating and recycling technology for small-town and rural wastewater
CN106587427A (en) * 2016-12-15 2017-04-26 苏州纽东精密制造科技有限公司 Combined type sewage treatment filtering system
CN107651792A (en) * 2017-11-14 2018-02-02 庄清梅 A kind of wastewater treatment equipment in smart city
CN108164091A (en) * 2018-01-14 2018-06-15 魏玉来 A kind of technique for treating industrial wastewater
CN108658386A (en) * 2018-06-05 2018-10-16 王玉玲 A kind of industrial wastewater treatment system with multi-stage separation function

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105693023A (en) * 2016-03-04 2016-06-22 肖花 Integrated underground wastewater treating and recycling technology for small-town and rural wastewater
CN106587427A (en) * 2016-12-15 2017-04-26 苏州纽东精密制造科技有限公司 Combined type sewage treatment filtering system
CN107651792A (en) * 2017-11-14 2018-02-02 庄清梅 A kind of wastewater treatment equipment in smart city
CN108164091A (en) * 2018-01-14 2018-06-15 魏玉来 A kind of technique for treating industrial wastewater
CN108658386A (en) * 2018-06-05 2018-10-16 王玉玲 A kind of industrial wastewater treatment system with multi-stage separation function

Similar Documents

Publication Publication Date Title
CN204958667U (en) Resident sewage treatment system
CN105585220B (en) A kind of urban sewage treatment system and purification method
CN103819049B (en) A kind of sewage water treatment method and system
CN202529954U (en) Municipal domestic waste leachate treatment system
CN104478171A (en) Reusing treatment method and system for municipal wastewater
CN103496787A (en) Biochemical simultaneous phosphorus and nitrogen removal method of domestic sewage
CN103508637B (en) Traditional Chinese medicine wastewater treatment system and method for treating traditional Chinese medicine wastewater
CN109607965A (en) A kind of system and method for sewage treatment plant tail water advanced nitrogen dephosphorization
CN206767868U (en) A kind of garbage percolation liquid treating system
CN103435233A (en) Equipment and method for recycling chemical fiber continuous-spinning wastewater
CN204058193U (en) A kind of garbage percolation liquid treating system
CN103936230B (en) The sewage water treatment method that a kind of activated sludge process and biological contact oxidation process combine
CN201520680U (en) Advanced treatment device for printing and dyeing waste water
CN202099169U (en) Device for advanced treatment of secondary effluent in municipal sewage plant
CN205222937U (en) Biological advanced treatment unit of container formula paint waste water
CN202156978U (en) High salinity waste water purification device
CN203582656U (en) Reclaimed water reuse system based on oxidation ditch process
CN103693809B (en) Anaerobic biological treatment system for fruit juice wastewater
CN203530077U (en) Refined diatomite integrated treatment equipment for domestic sewage
CN205258241U (en) Printing and dyeing wastewater treatment system
CN202829774U (en) Treatment system for refractory organic waste water
CN102249412B (en) Multistage anoxic and anaerobic circulation tail section anoxic activated sludge treatment process and system
CN204897653U (en) Rubber effluent disposal system
CN204848581U (en) Effluent disposal system of configuration pressure swing adsorption oxygenerator
CN205024041U (en) Processing system of textile production waste water

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant