CN206051799U - Submersible type river and lake water quality decontamination of biological reactor - Google Patents
Submersible type river and lake water quality decontamination of biological reactor Download PDFInfo
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- CN206051799U CN206051799U CN201621036653.6U CN201621036653U CN206051799U CN 206051799 U CN206051799 U CN 206051799U CN 201621036653 U CN201621036653 U CN 201621036653U CN 206051799 U CN206051799 U CN 206051799U
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Abstract
Submersible type river and lake water quality decontamination of biological reactor, including：Housing, enclosure interior are arranged with first chamber, second chamber and the 3rd chamber, and the first chamber, second chamber and the 3rd chamber are distributed along the length direction of the housing；The top of the first chamber, second chamber and the 3rd chamber is provided with top cover to be opened/closed；The first water inlet pipe is provided between the first chamber and outside, the second water inlet pipe is provided between the second chamber and first chamber, between the 3rd chamber and second chamber, the 3rd water inlet pipe is provided with；The lateral wall of the 3rd chamber is provided with for discharging the outlet pipe of purified water；Have in the first chamber in the first filler, the second chamber and there is the second filler, the 3rd within the chamber has the 3rd filler；Efflux aerator, including immersible pump and air intake installation.This utility model can efficiently remove the pollutant such as BOD, COD of water body for a long time, can efficiently remove the ammonia nitrogen and total nitrogen of water body, and air is sucked in water, increase oxygen content of water.
Description
Technical field
This utility model is related to river course, water body in lake purification technology field, and in particular to a kind of submersible type river course, lake
Pool purification of water quality bioreactor.
Background technology
As economic development, resident population and urban sewage discharge total amount continue to increase, the water quality of natural river course in city
Pollution is increasingly serious, and river course eutrophication generally produces Yi Shi China major part river, lake with the smelly phenomenon of blackening and is subject to difference
The pollution of degree.The attractive in appearance of environment is not only affected, and the health to human body also brings totally unfavorable impact.In order to river course
Water body is processed, and existing processing mode is divided into following three kinds substantially：One is artificial pumping and excavates sludge, is passed through again new
Water body, it is big to there is quantities, high cost and cures the symptoms, not the disease；Two is using biological floating bed planting aquatic plants, plantation pasture and water
Improve water quality, this mode is not obvious to the improvement of water body；Three are processed by chemical means such as inorganic agents, equally
There are problems that improvement is unconspicuous.Also the purification facility for having some newly developed recently in river course.Therefore, traditional river course
The mode adaptability of improvement is poor, and, to water velocity, pollution type is all restricted for which, repairs speed slow therefore fast for needing
For the river engineering that speed is repaired, the construction period of the processing mode of prior art is long.And, existing water body purification apparatus fill
The biologic packing material research common problem filled out：One is the filler of facility to contaminant removal efficiencies such as COD, BOD of water body
Low, clean-up effect is unstable, and service life is short.Two is the water body in low stain concentration range, due to lacking carbon source, to total
The clearance of nitrogen is very low.
Utility model content
For the deficiencies in the prior art, this utility model provides the reaction of submersible type river and lake water quality decontamination of biological
Device, which can efficiently remove the polluters such as the BOD of water body, COD for a long time, can also efficiently remove the ammonia nitrogen of water body and total
Nitrogen, and air is sucked in water, increase oxygen content.
For achieving the above object, this utility model is adopted the following technical scheme that：
Submersible type river and lake water quality decontamination of biological reactor, including：
Housing, enclosure interior are arranged with first chamber, second chamber and the 3rd chamber, the first chamber, second chamber
And the 3rd chamber along the housing length direction be distributed；The bottom of the first chamber, second chamber and the 3rd chamber is equipped with row
Dirty port, the sewage draining exit are provided with blowoff valve；The top of the first chamber, second chamber and the 3rd chamber is provided with and can be opened and closed
Top cover；The first water inlet pipe is provided between the first chamber and outside, second is provided between the second chamber and first chamber and is entered
Water pipe, is provided with the 3rd water inlet pipe between the 3rd chamber and second chamber；The lateral wall of the 3rd chamber is provided with net for discharging
Change the outlet pipe of water；Have in the first chamber in the first filler, the second chamber and there is the second filler, the 3rd within the chamber tool
There is the 3rd filler；
Efflux aerator, including immersible pump and air intake installation, the immersible pump are entered by feed pipe connection first
Water pipe, the air intake installation are communicated in feed pipe.
Preferably, first filler is biological felt packing, and second filler is biological modification bamboo charcoal filler, described the
Three fillers are denitrogenation compound iron carbon biologic packing material.
Preferably, the pipeline section that first water inlet pipe is located in first chamber extends to the bottom of first chamber, and passes through
Multiple outlets supply water to first chamber；The water intake end mouth of second water inlet pipe is located on first chamber medial wall, and described the
The pipeline section that two water inlet pipes are located in second chamber extends to the bottom of first chamber, and is supplied to first by multiple water outlet ports
Water；On first chamber medial wall, second water inlet pipe is located in second chamber the water inlet of second water inlet pipe
Pipeline section extends to the bottom of second chamber, and is supplied water to second chamber by multiple outlets；3rd water inlet pipe enters water
On second chamber medial wall, second water inlet pipe is located at the bottom that the pipeline section of the 3rd within the chamber extends to the 3rd chamber to mouth
Portion, and supplied water to the 3rd chamber by multiple outlets.
Preferably, first filler is clogged and the first water inlet pipe outlet and the second water inlet pipe is located in first chamber
Region between water inlet；Second filler is clogged and the second water inlet pipe outlet and the 3rd water inlet pipe is located in second chamber
Water inlet between region；3rd filler clog in the 3rd within the chamber be located at the 3rd water inlet pipe outlet and outlet pipe it
Between region.
Preferably, housing upper surface is mounted on multiple hangers, and the crane gear that the hanger is used for outside convenient is sling
Whole submersible type river and lake water quality decontamination of biological reactor.
Preferably, the outer side surface of the housing is provided with the floatage body of some strips at the arris of upper surface, and this floats
Power body is used to avoid housing from sinking, and causes outlet pipe to be maintained at the top of the outside body of water water surface.
Preferably, the air intake installation includes admission line and enters gas cap, and the admission line prolongs along the short transverse of housing
Stretch, and the lower end of the admission line is communicated in feed pipe, this enters the upper end that gas cap is installed on admission line.
Preferably, the top and bottom of first filler, the top and bottom of the second filler, the upper end of the 3rd filler and under
End is provided with filter screen.
Compared to prior art, the beneficial effects of the utility model are：This utility model can solve the river of low ratio of carbon to ammonium
Road, lake, reservoir, landscape waters and aquaculture polluted-water are because organic carbon source deficiency biological denitrificaion efficiency is low and complex process
Problem, processing mode materializing strategy nitric efficiency of the prior art is low, high cost along with the drawback such as secondary pollution.
This utility model sucks air to the water in process by air intake installation and carries out aeration, and water body is improve in continuous cyclic process
Water oxygen content, and multistep treatment chamber is set, by complicated absorption, the process of biochemical treatment, various pollutant are decomposed
Into carbon dioxide and water and innocuous substance, and it is purified water quality, so as to realize that low cost, the efficient of non-secondary pollution take off
Nitrogen, the requirement that quality recovery is up to state standards.The submersible type river and lake water quality decontamination of biological reactor apparatus structure
Simply, easily make, purification and reparation water body speed are fast, and treatment effeciency is high, the low feature of operation and maintenance cost, with industrialization
The prospect of production.
Description of the drawings
Fig. 1 is front view of the present utility model (hiding the front end face of housing)；
Fig. 2 is structural representation of the present utility model (upper surface of housing is staggered a distance)；
Fig. 3 is side view of the present utility model；
Fig. 4 is explosive view of the present utility model；
Wherein, 1, housing；2nd, first chamber；3rd, second chamber；4th, the 3rd chamber；5th, the first top cover；6th, the second top cover；7、
3rd top cover；8th, the first water inlet pipe；9th, the second water inlet pipe；10th, the 3rd water inlet pipe；11st, outlet pipe；12nd, the first sewage draining exit；13、
Second sewage draining exit；14th, the 3rd sewage draining exit；15th, biological felt packing；16th, bio-modification bamboo-carbon filler；17th, denitrogenation compound iron carbon life
Thing filler；18th, immersible pump；19th, air intake installation；20th, floatage body；21st, filter screen.
Specific embodiment
Below, with reference to accompanying drawing and specific embodiment, this utility model is described further：
As shown in figure 1, submersible type river and lake water quality decontamination of biological reactor, including：
Housing 1, is arranged with first chamber 2, second chamber 3 and the 3rd chamber 4 inside housing 1, the first chamber 2,
Two chambers 3 and the 3rd chamber 4 are distributed along the length direction of the housing 1；The first chamber 2, second chamber 3 and the 3rd chamber 4
Bottom is equipped with blowdown port, and the sewage draining exit is provided with blowoff valve；The top of the first chamber 2, second chamber 3 and the 3rd chamber 4
End is provided with top cover to be opened/closed；The first water inlet pipe 8 is provided between the first chamber 2 and outside, the second chamber 3 and first
The second water inlet pipe 9 is provided between chamber 2, between the 3rd chamber 4 and second chamber 3, the 3rd water inlet pipe 10 is provided with；3rd chamber 4
Lateral wall be provided with for discharging the outlet pipe 11 of purified water；There is the first filler, the second chamber 3 in the first chamber 2
Inside there is the second filler, there is the 3rd filler in the 3rd chamber 4；
Efflux aerator, including immersible pump 18 and air intake installation 19, the immersible pump 18 are connected by a feed pipe
First water inlet pipe 8, the air intake installation 19 are communicated in feed pipe.
Used as a kind of preferred scheme, first filler is biological felt packing 15, and second filler is bio-modification
Bamboo-carbon filler 16, the 3rd filler are denitrogenation compound iron carbon biologic packing material 17.
Used as a kind of preferred scheme, the pipeline section that first water inlet pipe 8 is located in first chamber 2 extends to first chamber
2 bottom, and supplied water to first chamber 2 by multiple outlets；The water intake end mouth of second water inlet pipe 9 is located at first chamber
On 2 medial walls, the pipeline section that second water inlet pipe 9 is located in second chamber 3 extends to the bottom of first chamber 2, and by many
Supply water to first individual water outlet port；On 2 medial wall of first chamber, described second enters the water inlet of second water inlet pipe 9
The pipeline section that water pipe 9 is located in second chamber 3 extends to the bottom of second chamber 3, and is supplied to second chamber 3 by multiple outlets
Water；On 3 medial wall of second chamber, second water inlet pipe 9 is located at the 3rd chamber 4 to the water inlet of the 3rd water inlet pipe 10
Interior pipeline section extends to the bottom of the 3rd chamber 4, and is supplied water to the 3rd chamber 4 by multiple outlets.
Used as a kind of preferred scheme, first filler is clogged and 8 outlet of the first water inlet pipe is located in first chamber 2
And the region between the water inlet of the second water inlet pipe 9；Second filler is clogged and the second water inlet pipe 9 is located in second chamber 3
Region between the water inlet of outlet and the 3rd water inlet pipe 10；3rd filler is clogged in the 3rd chamber 4 positioned at the 3rd
Region between 10 outlet of water inlet pipe and outlet pipe 11.
Used as a kind of preferred scheme, 1 upper surface of housing is mounted on multiple hangers, and the hanger is used for outside convenient
Crane gear is sling whole submersible type river and lake water quality decontamination of biological reactor.
Used as a kind of preferred scheme, the outer side surface of the housing 1 is provided with some strips at the arris of upper surface
Floatage body 20, the floatage body 20 be used for avoid housing 1 from sinking, and cause outlet pipe 11 be maintained at the upper of the outside body of water water surface
Side.
Used as a kind of preferred scheme, the air intake installation 19 includes admission line and enters gas cap, and the admission line is along shell
The short transverse of body 1 extends, and the lower end of the admission line is communicated in feed pipe, and this enters gas cap and is installed on the upper of admission line
End.
Used as a kind of preferred scheme, the top and bottom of first filler, the top and bottom of the second filler, the 3rd fill out
The top and bottom of material are provided with filter screen 21.
This compact equipment, floor space are little, reduced investment.Water circulation, water body can constantly be carried out in being placed on water body
Water oxygen content is improve in continuous cyclic process, and multistep treatment chamber is set, by the adsorption filtration of biological processor,
Various pollutant are resolved into carbon dioxide and water and harmless by biological bamboo charcoal biochemical reaction, the reaction of efficient denitrification biomembrane biochemistry
Material, and it is purified water quality.Water outlet COD, BOD clearance reaches more than 85%, particularly water body under the conditions of low C/N ratios
It is not required to additional carbon, you can high-efficient deamination nitrogen and nitrogen removal rate reach more than 90%.
It will be apparent to those skilled in the art that technical scheme that can be as described above and design, make other various
It is corresponding to change and deformation, and all these change and deformation should all belong to the protection of this utility model claim
Within the scope of.
Claims (8)
1. submersible type river and lake water quality decontamination of biological reactor, it is characterised in that include：
Housing, enclosure interior are arranged with first chamber, second chamber and the 3rd chamber, the first chamber, second chamber and
Three chambers are distributed along the length direction of the housing；The bottom of the first chamber, second chamber and the 3rd chamber is equipped with blowdown and leads to
Mouthful, the sewage draining exit is provided with blowoff valve；The top of the first chamber, second chamber and the 3rd chamber is provided with top to be opened/closed
Lid；The first water inlet pipe is provided between the first chamber and outside, the second water inlet pipe between the second chamber and first chamber, is provided with,
The 3rd water inlet pipe is provided between 3rd chamber and second chamber；The lateral wall of the 3rd chamber is provided with for discharging purified water
Outlet pipe；Have in the first chamber in the first filler, the second chamber and there is the second filler, the 3rd within the chamber has the 3rd
Filler；
Efflux aerator, including immersible pump and air intake installation, the immersible pump connect the first water inlet pipe by a feed pipe,
The air intake installation is communicated in feed pipe.
2. submersible type river and lake water quality decontamination of biological reactor as claimed in claim 1, it is characterised in that：Described
One filler is biological felt packing, and second filler is biological modification bamboo charcoal filler, and the 3rd filler is denitrogenation compound iron carbon
Biologic packing material.
3. submersible type river and lake water quality decontamination of biological reactor as claimed in claim 1, it is characterised in that：Described
The pipeline section that one water inlet pipe is located in first chamber extends to the bottom of first chamber, and is supplied to first chamber by multiple outlets
Water；The water intake end mouth of second water inlet pipe is located on first chamber medial wall, and second water inlet pipe is located in second chamber
Pipeline section extend to the bottom of first chamber, and supplied water to first by multiple water outlet ports；Second water inlet pipe enters water
On first chamber medial wall, the pipeline section that second water inlet pipe is located in second chamber extends to the bottom of second chamber to mouth
Portion, and supplied water to second chamber by multiple outlets；The water inlet of the 3rd water inlet pipe is located on second chamber medial wall,
Second water inlet pipe is located at the bottom that the pipeline section of the 3rd within the chamber extends to the 3rd chamber, and passes through multiple outlets to the 3rd
Chamber supplies water.
4. submersible type river and lake water quality decontamination of biological reactor as claimed in claim 3, it is characterised in that：Described
One filler clogs the region being located in first chamber between the first water inlet pipe outlet and the water inlet of the second water inlet pipe；It is described
Second filler clogs the region being located in second chamber between the second water inlet pipe outlet and the water inlet of the 3rd water inlet pipe；Institute
State the 3rd filler to clog in the 3rd within the chamber positioned at the region between the 3rd water inlet pipe outlet and outlet pipe.
5. submersible type river and lake water quality decontamination of biological reactor as claimed in claim 1, it is characterised in that：On housing
End face is mounted on multiple hangers, and the crane gear that the hanger is used for outside convenient is sling whole submersible type river and lake water body
Purification of water quality bioreactor.
6. submersible type river and lake water quality decontamination of biological reactor as claimed in claim 1, it is characterised in that：The housing
Outer side surface the floatage body of some strips is provided with the arris of upper surface, the floatage body is used to avoid housing from sinking,
And cause outlet pipe to be maintained at the top of the outside body of water water surface.
7. submersible type river and lake water quality decontamination of biological reactor as claimed in claim 1, it is characterised in that：The air inlet
Device includes admission line and enters gas cap, and the admission line extends along the short transverse of housing, and under the admission line
End is communicated in feed pipe, and this enters the upper end that gas cap is installed on admission line.
8. submersible type river and lake water quality decontamination of biological reactor as claimed in claim 1, it is characterised in that：This first
The top and bottom of filler, the top and bottom of the second filler, the top and bottom of the 3rd filler are provided with filter screen.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621036653.6U CN206051799U (en) | 2016-08-31 | 2016-08-31 | Submersible type river and lake water quality decontamination of biological reactor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621036653.6U CN206051799U (en) | 2016-08-31 | 2016-08-31 | Submersible type river and lake water quality decontamination of biological reactor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206051799U true CN206051799U (en) | 2017-03-29 |
Family
ID=58375134
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621036653.6U Expired - Fee Related CN206051799U (en) | 2016-08-31 | 2016-08-31 | Submersible type river and lake water quality decontamination of biological reactor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206051799U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107344761A (en) * | 2017-08-25 | 2017-11-14 | 扬州大学 | A kind of non-point source water quality decontamination of biological reactor designed based on function and volume modular and preparation method thereof |
| CN109231693A (en) * | 2018-10-23 | 2019-01-18 | 第环保（深圳）股份有限公司 | A kind of highly difficult waste water evaporator |
| CN110759515A (en) * | 2019-08-21 | 2020-02-07 | 常州大学 | Polluted river water treatment ship and treatment method |
-
2016
- 2016-08-31 CN CN201621036653.6U patent/CN206051799U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107344761A (en) * | 2017-08-25 | 2017-11-14 | 扬州大学 | A kind of non-point source water quality decontamination of biological reactor designed based on function and volume modular and preparation method thereof |
| CN109231693A (en) * | 2018-10-23 | 2019-01-18 | 第环保（深圳）股份有限公司 | A kind of highly difficult waste water evaporator |
| CN110759515A (en) * | 2019-08-21 | 2020-02-07 | 常州大学 | Polluted river water treatment ship and treatment method |
| CN110759515B (en) * | 2019-08-21 | 2021-11-16 | 常州大学 | Polluted river water treatment ship and treatment method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170329 Termination date: 20210831 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |