CN109095604A - A kind of composite bio-chemical degassing tower - Google Patents
A kind of composite bio-chemical degassing tower Download PDFInfo
- Publication number
- CN109095604A CN109095604A CN201811327413.5A CN201811327413A CN109095604A CN 109095604 A CN109095604 A CN 109095604A CN 201811327413 A CN201811327413 A CN 201811327413A CN 109095604 A CN109095604 A CN 109095604A
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- tower
- tower body
- water service
- service pipe
- biochemical reaction
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Classifications
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/28—Anaerobic digestion processes
- C02F3/2866—Particular arrangements for anaerobic reactors
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- Life Sciences & Earth Sciences (AREA)
- Microbiology (AREA)
- Biodiversity & Conservation Biology (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)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The invention discloses a kind of composite bio-chemical degassing towers, it include: screened well, the screened well is connected with conditioning tank, the conditioning tank is connected by the first water service pipe with anaerobic biochemical reaction tower, first water service pipe is equipped with the pump housing and spinner flowmeter, the outside of the water service pipe connects nutritious dosing tank, anaerobic biochemical reaction tower upper end is connected with outlet pipe, carbon column and natural aeration oxidation ditch are connected separately on the outlet pipe, institute's outlet pipe is equipped with valve, the anaerobic biological tower includes tower body, the lower end of the tower body is equipped with water inlet, bottom filling layer is successively arranged inside the tower body from top to bottom, sludge blanket, sludge suspension layer, coke layer, gas separating layer, the upper end of the tower body is equipped with gas vent, first water service pipe is connected with water inlet, it is an advantage of the invention that a kind of composite bio-chemical degassing Tower structure is simple, and occupied area is small, and processing cost is low, and purification efficiency is high, and effluent quality is good, reduces environmental pollution.
Description
Technical field
The present invention relates to ecological sewage treatment technical field more particularly to a kind of composite bio-chemical degassing towers.
Background technique
Quantitative sewage can be generated in ecologic breeding industrial production workshop, a large amount of solid particle is contained in these sewage
Impurity will affect the water quality of surrounding if direct emission in the case that these granule foreigns are not removed, and pollution environment is serious.
Currently, there is device structure complexity, land occupation is big, processing cost is high, effluent quality difference is low with purification efficiency is asked for sewage treatment
Topic.
Summary of the invention
Goal of the invention: structure is complicated for existing sewage disposal device to be solved by this invention, land occupation is big, processing cost is high,
Effluent quality difference and the low technical problem of purification efficiency, the present invention provide a kind of composite bio-chemical degassing tower.
A kind of technical solution: composite bio-chemical degassing tower, comprising: screened well, the screened well is connected with conditioning tank, described
Conditioning tank is connected by the first water service pipe with anaerobic biochemical reaction tower, and first water service pipe is equipped with the pump housing and spinner
Meter, the outside of the water service pipe connect nutritious dosing tank, and anaerobic biochemical reaction tower upper end is connected with outlet pipe, it is described go out
Carbon column and natural aeration oxidation ditch are connected separately on water pipe, institute's outlet pipe is equipped with valve.
Preferably, the anaerobic biochemical reaction tower includes tower body, and the lower end of the tower body is equipped with water inlet, in the tower body
Portion is successively arranged bottom filling layer, sludge blanket, sludge suspension layer, coke layer, gas separating layer from top to bottom, the tower body it is upper
End is equipped with gas vent.
Preferably, the upper end of the anaerobic biochemical reaction tower is additionally provided with probe tube, and inspection thermometer hole is additionally provided on the tower body
And peep hole.
Preferably, first water service pipe is connected with water inlet.
It is an advantage of the invention that a kind of composite bio-chemical degassing tower structure is simple, occupied area is small, and processing cost is low, purification effect
Rate is high, and effluent quality is good, reduces environmental pollution.
Detailed description of the invention
Fig. 1 is a kind of degassing flow chart of composite bio-chemical degassing tower of the present invention.
Fig. 2 is a kind of structural schematic diagram of composite bio-chemical degassing tower of the present invention.
Fig. 3 is a kind of structural schematic diagram of the ecological anaerobic biological tower of composite bio-chemical degassing tower of the present invention.
Specific embodiment
The present invention is further elaborated below in conjunction with attached drawing and by specific embodiment, it should be pointed out that: for this technique
For the common process personnel in field, without departing from the principle of the present invention, to repairing for various equivalent forms of the invention
Change and falls within the application range as defined in the appended claims.
Embodiment
As shown in Figure 1-3, a kind of composite bio-chemical degassing tower, comprising: screened well 1, the screened well 1 are connected with conditioning tank 2
It connects, the conditioning tank 2 is connected by the first water service pipe 3 with anaerobic biochemical reaction tower 4, and the water service pipe 3 is equipped with 5 He of the pump housing
Spinner flowmeter 6, the outside of first water service pipe 3 connect nutritious dosing tank 7, and 4 upper end of anaerobic biochemical reaction tower connects
It is connected to outlet pipe 8, carbon column 9 and natural aeration oxidation ditch 10 are connected separately on the outlet pipe 8, is set on institute's outlet pipe 8
There is valve 11.
Further, the anaerobic biochemical reaction tower 4 includes tower body 12, and the lower end of the tower body 12 is equipped with water inlet 13, institute
It states and is successively arranged bottom filling layer 14, sludge blanket 15, sludge suspension layer 16, coke layer 17, gas inside tower body 12 from top to bottom
The upper end of separating layer 18, the tower body 12 is equipped with gas vent 19.
Further, the upper end of the anaerobic biochemical reaction tower 4 is additionally provided with probe tube 20, is additionally provided with detection on the tower body 12
Warm hole 21 and peep hole 22.
Further, first water service pipe 3 is connected with water inlet 13.
Wherein, sludge is taken from the ditch bed mud in sewage draining exit downstream in tower, and the inside has and various can have to TNT and RDX
The microorganism for imitating degradation, is loaded in tower after cultivation；Coke layer 17 mainly adsorbs the sewage after microbial degradation
Processing, it is ensured that effluent quality, and prevent sludge loss.
Wherein, flour water when operation, is first tuned into paste by nutriment of the nutrition dosing tank 7 using flour as microorganism
Shape, then dosing tank dilution is poured into after being heated 30 minutes with the steam in production, and it is squeezed into anaerobism with composite waste by pumping
Tower.
To ensure treatment effect, the microorganism in anaerobic tower is in anaerobic tower, for continuous operation, waste water be micro- life
The time of object contact should see Ang Zhai between 7-9h.
A kind of composite bio-chemical degassing tower provided by the invention, waste water carries out water quality and quantity through conditioning tank 2 and tentatively adjusts, by water
Pump is squeezed into anaerobic biochemical reaction tower 4 and carries out Anaerobic Treatment, while by nutrients required for anaerobic bacteria in nutrition dosing tank 7
Matter is added in waste water and is sufficiently mixed before also being pumped together, and waste water enters from 4 bottom of anaerobic biochemical reaction tower, passes through in reaction tower
Natural aeration oxidation ditch 10 is passed through after crossing complicated biodegrade.
Claims (4)
1. a kind of composite bio-chemical degassing tower characterized by comprising screened well, the screened well is connected with conditioning tank, described
Conditioning tank is connected by the first water service pipe with anaerobic biochemical reaction tower, and the water service pipe is equipped with the pump housing and spinner flowmeter,
The outside of first water service pipe connects nutritious dosing tank, and anaerobic biochemical reaction tower upper end is connected with outlet pipe, described
Carbon column and natural aeration oxidation ditch are connected separately on outlet pipe, institute's outlet pipe is equipped with valve.
2. a kind of composite bio-chemical degassing tower according to claims 1, which is characterized in that the anaerobic biochemical reaction tower includes
Tower body, the lower end of the tower body are equipped with water inlet, be successively arranged from top to bottom inside the tower body bottom filling layer, sludge blanket,
The upper end of sludge suspension layer, coke layer, gas separating layer, the tower body is equipped with gas vent.
3. a kind of composite bio-chemical degassing tower according to claims 2, which is characterized in that the anaerobic biochemical reaction tower it is upper
End is additionally provided with probe tube, and inspection thermometer hole and peep hole are additionally provided on the tower body.
4. according to a kind of composite bio-chemical degassing tower of claims 1 or 2, which is characterized in that first water service pipe with into
The mouth of a river is connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811327413.5A CN109095604A (en) | 2018-11-08 | 2018-11-08 | A kind of composite bio-chemical degassing tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811327413.5A CN109095604A (en) | 2018-11-08 | 2018-11-08 | A kind of composite bio-chemical degassing tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109095604A true CN109095604A (en) | 2018-12-28 |
Family
ID=64870171
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811327413.5A Pending CN109095604A (en) | 2018-11-08 | 2018-11-08 | A kind of composite bio-chemical degassing tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109095604A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103496787A (en) * | 2013-09-18 | 2014-01-08 | 同济大学 | Biochemical simultaneous phosphorus and nitrogen removal method of domestic sewage |
| CN203411391U (en) * | 2013-08-07 | 2014-01-29 | 陈莉珍 | Up-flow anaerobic sludge bed reactor |
| CN204752312U (en) * | 2015-06-18 | 2015-11-11 | 浙江泰来环保科技有限公司 | Up -flow anaerobic sludge blanket filtering pond |
| CN106219748A (en) * | 2016-09-21 | 2016-12-14 | 南京工业大学 | A kind of multistage Micro Fluid collection depth-type filtration modified model anaerobic filter |
-
2018
- 2018-11-08 CN CN201811327413.5A patent/CN109095604A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203411391U (en) * | 2013-08-07 | 2014-01-29 | 陈莉珍 | Up-flow anaerobic sludge bed reactor |
| CN103496787A (en) * | 2013-09-18 | 2014-01-08 | 同济大学 | Biochemical simultaneous phosphorus and nitrogen removal method of domestic sewage |
| CN204752312U (en) * | 2015-06-18 | 2015-11-11 | 浙江泰来环保科技有限公司 | Up -flow anaerobic sludge blanket filtering pond |
| CN106219748A (en) * | 2016-09-21 | 2016-12-14 | 南京工业大学 | A kind of multistage Micro Fluid collection depth-type filtration modified model anaerobic filter |
Non-Patent Citations (1)
| Title |
|---|
| 全国勘察设计注册工程师环保专业管理委员会等: "《注册环保工程师专业考试复习教材 水污染防治工程技术与实践》", 31 March 2017, 中国环境出版社 * |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181228 |