CN108083429B - Unpowered oxidation ditch sewage treatment system - Google Patents

Unpowered oxidation ditch sewage treatment system Download PDF

Info

Publication number
CN108083429B
CN108083429B CN201711393713.9A CN201711393713A CN108083429B CN 108083429 B CN108083429 B CN 108083429B CN 201711393713 A CN201711393713 A CN 201711393713A CN 108083429 B CN108083429 B CN 108083429B
Authority
CN
China
Prior art keywords
barrel body
water inlet
inlet pipe
pipe
oxidation ditch
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
CN201711393713.9A
Other languages
Chinese (zh)
Other versions
CN108083429A (en
Inventor
张凤欢
马建锋
王晋
杨彦
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.)
Changzhou University
Original Assignee
Changzhou University
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 Changzhou University filed Critical Changzhou University
Priority to CN201711393713.9A priority Critical patent/CN108083429B/en
Publication of CN108083429A publication Critical patent/CN108083429A/en
Application granted granted Critical
Publication of CN108083429B publication Critical patent/CN108083429B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/02Aerobic processes
    • C02F3/12Activated sludge processes
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Microbiology (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Biological Treatment Of Waste Water (AREA)
  • Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)

Abstract

The invention discloses an unpowered oxidation ditch sewage treatment system which comprises a vertical barrel body, wherein the bottom of the barrel body is connected with an inverted cone bottom, the lowest end of the inverted cone bottom is connected with a sludge discharge pipe, a water inlet pipe is fixed on the inner wall of the barrel body, the upper end of the water inlet pipe is higher than the upper edge of the barrel body, the lower end of the water inlet pipe is flush with the lower end of the barrel body, a plurality of mutually staggered partition plates are fixed in the barrel body, the partition plates are obliquely arranged, an included angle of 5 degrees is formed between each partition plate and the horizontal plane, biological fillers are hung at the upper end of the interior of the barrel body 1, a water outlet is formed in the upper end of the barrel body and is far away from one side of the water inlet pipe, the water outlet is.

Description

Unpowered oxidation ditch sewage treatment system
Technical Field
The invention relates to an unpowered oxidation ditch sewage treatment system, and belongs to the technical field of sewage treatment in environmental protection.
Background
With the rapid development of the economy of China, the water environment problem of China is increasingly prominent, and the urban and rural water environment is threatened unprecedentedly. If investigation shows that more than 90% of rural water environment ecology in Yangtze river delta regions loses basic functions, urban and rural river channels are seriously degraded due to pollution and ecological systems, the water quality of the river channels is basically in V-type and poor V-type water quality, most of the river channels are seriously polluted, eutrophicated, anoxic and black, and become odorous, so that severe environmental ecology situation is caused. Therefore, the quality of the discharged sewage is greatly improved, and the bearing capacity of the water body can be greatly relieved.
Domestic sewage is wastewater generated in the daily life process of people, and mainly comprises kitchen wastewater, washing wastewater, excretion wastewater and the like. The domestic sewage quantity discharged by each person in the residential quarter in China is 150-400L every day, and the quantity is closely related to the living standard. The domestic sewage contains a large amount of organic matters, such as cellulose, starch, saccharides, fat protein and the like; also frequently contain pathogenic bacteria, viruses and parasite eggs; chlorides, sulfates, phosphates, bicarbonates, and sodium, potassium, calcium, magnesium, and the like, of inorganic salts. The total characteristics are that the nitrogen, sulfur and phosphorus contents are high, and the malodorous substances are easy to generate under the action of anaerobic bacteria.
The oxidation ditch is an activated sludge treatment system, and an aeration tank of the oxidation ditch is in a closed ditch shape, so the oxidation ditch is different from the traditional activated sludge method in the hydraulic flow state, and is a circulating flow aeration ditch which is connected end to end and is also called a circulating aeration tank. The oxidation ditch is not built by reinforced concrete, but the soil ditch for slope protection treatment is intermittently aerated by water feeding, and in this respect, the oxidation ditch is the technology for treating sewage in a sequential batch mode at the earliest. The traditional oxidation ditch has the defects of large occupied area and unsuitability for being used in areas with tense land.
The invention aims to provide a vertical and energy-saving unpowered oxidation ditch sewage treatment system.
Disclosure of Invention
The invention aims to provide a sewage treatment system with an unpowered oxidation ditch.
The technical scheme adopted by the invention is as follows: the utility model provides an unpowered oxidation ditch sewage treatment system, including a vertical staving, the staving bottom connects at the bottom of the back taper, the bottom termination at the bottom of the back taper connects the mud discharge pipe, the staving inner wall is fixed with an inlet tube, the inlet tube upper end is higher than the staving and goes up along, inlet tube lower extreme and staving lower extreme parallel and level, staving inside is fixed with a plurality of baffles that stagger each other, the baffle slope is placed, baffle and horizontal plane have 5 contained angles, 1 inside upper end of staving has hung the biofilm carrier, in the upper end of staving, one side of keeping away from the inlet tube has the delivery port, the delivery port is less than the top of inlet tube slightly, mud discharge pipe connects sludge pump and extension pipe, be equipped with the choke in.
The device is characterized in that: has the process of aerobic and anoxic to aerobic, small occupied area, good effect, no need of power and a self-flowing process.
Drawings
FIG. 1 is a sewage treatment system with an unpowered oxidation ditch;
Detailed Description
Example 1
Referring to fig. 1, an unpowered oxidation ditch sewage treatment system, including a vertical staving 1, 1 bottom of staving connects the back taper end 2, the bottom of 2 of back taper end connects sludge discharge pipe 3, 1 inner wall of staving is fixed with an inlet tube 4, the upper end of inlet tube 4 is higher than 1 upward edges of staving, inlet tube 4 lower extreme and 1 lower extreme parallel and level of staving, 1 inside is fixed with a plurality of baffles 5 that stagger each other of staving, baffle 5 slope is placed, baffle 5 and horizontal plane have 5 contained angles, 1 inside upper end of staving has hung biofilm carrier 6, in the upper end of staving 1, there is delivery port 7 one side of keeping away from the inlet tube, delivery port 7 is less than the top of inlet tube 4 slightly, sludge discharge pipe 3 connects sludge pump 8 and extension pipe 9, be equipped with choke 10 in the middle of inlet tube 4, choke 10 side joint air pipe 11.
During operation, sewage flows in from the water inlet pipe 4 and flows to the bottom of the barrel body 1, when the sewage flows through the throat pipe 10, the fluid generates a pressure difference effect and brings air into the air pipe 11 to increase dissolved oxygen in the sewage, and in the downward movement process, the water pressure is increased, and the oxygen solubility is increased; the sewage flows to the position of the inverted cone-shaped bottom 2, the flow rate is reduced, the particles carried by the sewage can be deposited in the cone of the inverted cone-shaped bottom 2, the sewage flows upwards in a circuitous way along a channel formed by the partition plate 5, and in the flowing process, the sewage performs circuitous movement for a plurality of times to form the degradation effect in the oxidation ditch, the sewage rises to the upper end of the barrel body 1 and contacts with the biological filler 6 hung at the upper end, and is continuously degraded under the action of microorganisms, and finally, the water flows out from the water outlet 7, so that the sewage purification process is completed; the particulate matter of aquatic can deposit on baffle 5, because the baffle has 5 slopes, sedimentary particulate matter can slide down gradually, falls into the cone at last, and the mud in the cone is after gathering more, opens sludge pump 8, discharges mud through extension pipe 9.
When the device is used for treating domestic sewage, the COD removal rate reaches 96.3 percent.

Claims (1)

1. The unpowered oxidation ditch sewage treatment system is characterized by comprising a vertical barrel body (1), wherein the bottom of the barrel body (1) is connected with a reverse taper bottom (2), the lowest end of the reverse taper bottom (2) is connected with a sludge discharge pipe (3), the inner wall of the barrel body (1) is fixed with a water inlet pipe (4), the upper end of the water inlet pipe (4) is higher than the upper edge of the barrel body (1), the lower end of the water inlet pipe (4) is flush with the lower end of the barrel body (1), a plurality of mutually staggered partition plates (5) are fixed in the barrel body (1), the partition plates (5) are obliquely arranged, an included angle of 5 degrees is formed between each partition plate (5) and the horizontal plane, biological fillers (6) are hung at the upper end of the interior of the barrel body (1), a water outlet (7) is arranged at one side far away from the water inlet pipe at the upper end of the barrel body (1), the water outlet (7) is, the middle of the water inlet pipe (4) is provided with a throat pipe (10), the throat pipe (10) is connected with an air pipe (11) in a side mode, and the air pipe (11) is connected with the atmosphere upwards.
CN201711393713.9A 2018-03-05 2018-03-05 Unpowered oxidation ditch sewage treatment system Active CN108083429B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711393713.9A CN108083429B (en) 2018-03-05 2018-03-05 Unpowered oxidation ditch sewage treatment system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201711393713.9A CN108083429B (en) 2018-03-05 2018-03-05 Unpowered oxidation ditch sewage treatment system

Publications (2)

Publication Number Publication Date
CN108083429A CN108083429A (en) 2018-05-29
CN108083429B true CN108083429B (en) 2020-12-01

Family

ID=62178067

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201711393713.9A Active CN108083429B (en) 2018-03-05 2018-03-05 Unpowered oxidation ditch sewage treatment system

Country Status (1)

Country Link
CN (1) CN108083429B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109231454A (en) * 2018-11-15 2019-01-18 杭州师范大学 A kind of deflector type domestic sewage processing system and application

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002192179A (en) * 2000-12-22 2002-07-10 Asahi Eng Co Ltd Liquid dispersing nozzle
CN206955746U (en) * 2016-11-25 2018-02-02 中山大学 Circulation baffled reactor in a kind of
CN207031093U (en) * 2017-08-09 2018-02-23 重庆怡灏园林工程有限公司 A kind of jet aerator

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002192179A (en) * 2000-12-22 2002-07-10 Asahi Eng Co Ltd Liquid dispersing nozzle
CN206955746U (en) * 2016-11-25 2018-02-02 中山大学 Circulation baffled reactor in a kind of
CN207031093U (en) * 2017-08-09 2018-02-23 重庆怡灏园林工程有限公司 A kind of jet aerator

Also Published As

Publication number Publication date
CN108083429A (en) 2018-05-29

Similar Documents

Publication Publication Date Title
CN203999140U (en) A kind of moving-bed type decentralized sewage treatment device
CN201305481Y (en) Oil removal equipment
CN105502825A (en) Integrated domestic sewage treatment equipment and treatment method
CN205045946U (en) Modular biochemical treatment equipment
CN103073108A (en) Moving bed type purification tank
CN110040916A (en) A kind of complete processing system and its processing method of black and odorous water
CN105129982B (en) A kind of multistage tidal current wet land system and method for handling organic wastewater with difficult degradation thereby
CN108083429B (en) Unpowered oxidation ditch sewage treatment system
CN202625992U (en) Normal water recycling device in biotope
CN205275425U (en) Heterogeneous circulation integrative sewage treatment device
CN107585958A (en) Cultivating wastewater purification EGR
CN103979737B (en) A kind of city river, lake sewage purification system
CN114906986B (en) Integrated sewage treatment device and method with adjustable process
CN207062083U (en) A kind of box-type sewage disposal device with suspended particulate system
CN111333274B (en) Rural sewage strengthening and quality-grading integrated and recycling treatment device and method
CN212212250U (en) Aquatic plant's circulation ecosystem
CN210528707U (en) Separation processing apparatus before rural domestic sewage
CN203346179U (en) Oxygen-increasing device, self-flow oxygen-increasing biological filter, self-flow oxygen-enriching ecological bed and sewage treatment system
CN208980535U (en) It is a kind of to propose marking device and system suitable for the processing of villages and small towns dispersant type domestic wastewater
CN207330659U (en) Cultivation wastewater purification processing system
CN207375907U (en) The cultivating wastewater purification circulatory system
CN201485357U (en) Integrated rural breeding sewage treatment device
CN206799388U (en) Container-type variable volume integrated effluent disposal system
CN205635253U (en) Intelligent sewage treatment system
CN206395845U (en) A kind of aquaculture wastewater processing unit

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant