CN205856121U - A kind of river channel purification system - Google Patents
A kind of river channel purification system Download PDFInfo
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- CN205856121U CN205856121U CN201620613082.1U CN201620613082U CN205856121U CN 205856121 U CN205856121 U CN 205856121U CN 201620613082 U CN201620613082 U CN 201620613082U CN 205856121 U CN205856121 U CN 205856121U
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- purification system
- river
- river course
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- plants
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Abstract
The utility model discloses a kind of river channel purification system, including between the sedimentation basin set gradually, microbial treatments and between animals and plants process；The first space for placing the microorganism that water is purified it is provided with in microbial treatments；Animals and plants are provided with the vegeto-animal second space purified water for placement in processing；Being provided with the first interface for being connected with river course on sedimentation basin, first interface can be connected with river course by the first pipeline；The second interface by being connected between second pipe with microbial treatments it is additionally provided with on sedimentation basin；By being connected between the 3rd pipeline with animals and plants process between microbial treatments；Animals and plants are also associated with the 4th pipeline for water enters river course between processing.The dirty water decontamination handles process is all to complete in the surface in river course, rather than completes in river course, the most both will not take the land resource of river course periphery, also not interfere with the flood discharge capacity in river course；Purify through three times, improve depuration quality.
Description
Technical field
This utility model relates to technical field of environment pollution control, particularly relates to a kind of river channel purification system.
Background technology
Sewage disposal to black-odor riverway at present the most directly arranges the physical unit of sewage disposal or straight in river course
Connect and chemicals and microorganism be thrown in river course carry out sewage purified treatment, or by sewage extraction to river levee to sewage
Process；Physical cleaning device is set in river course and can affect river course flood；And owing to the sewage in river course is flowing,
The degree that in river course, directly sewage is purified by input chemicals and microorganism is very limited；By in sewage extraction to river levee
More land resource can be taken when processing.The process of river sewage cannot be taken into account flood passage, Economization on land by prior art
Resource and depuration quality.
Therefore, prior art has yet to be improved and developed.
Utility model content
The technical problems to be solved in the utility model is, for the drawbacks described above of prior art, it is provided that a kind of river course is clean
Change system, it is intended in solution prior art, the process to river sewage cannot take into account flood passage, economize the land resource and depuration quality
Problem.
The technical scheme that this utility model solution technical problem is used is as follows:
A kind of river channel purification system, wherein, processes with animals and plants including between the sedimentation basin set gradually, microbial treatments
Between；The first space for placing the microorganism that water is purified it is provided with in described microbial treatments；Described animals and plants
Vegeto-animal second space water purified for placement it is provided with in process；Be provided with on described sedimentation basin for
The first interface that river course connects, described first interface can be connected with river course by the first pipeline；It is additionally provided with on described sedimentation basin
By the second interface being connected between second pipe with microbial treatments；Planted with dynamic by the 3rd pipeline between described microbial treatments
Thing is connected between processing；Animals and plants are also associated with the 4th pipeline for water enters river course between processing.
Described river channel purification system, wherein, it also includes for being supported by described river channel purification system and being arranged on river
Support above road.
Described river channel purification system, wherein, between described sedimentation basin, microbial treatments and animals and plants process between along river side
To setting gradually.
Described river channel purification system, wherein, the volumetric ratio between described sedimentation basin, microbial treatments and between animals and plants process
For (1-5): (10-50): (100-1000).
Described river channel purification system, wherein, is provided with the mud obtaining deposition and carries out mummification in described sedimentation basin
Resistance heater.
Described river channel purification system, wherein, described microorganism is anaerobe, photosynthetic bacteria and microalgae.
Described river channel purification system, wherein, the density of described microorganism is 1-100mg/。
Described river channel purification system, wherein, described animals and plants are poly-grass, Herba vallisneriae Spiralis, Herba Eichhorniae and spiral shell freshwater mussel.
Described river channel purification system, wherein, described vegeto-animal mass area ratio is 100-1500g
Beneficial effect: compared to prior art, river channel purification system provided by the utility model obtains after standing sewage
To mud carry out mummification, the mud after mummification is more easy to be cleared, and decreases the stink that mud distributes significantly,
Meanwhile, the mud of the mummification cleared can be applied in the woods be used as fertilizer；The land resource of river course periphery will not be taken,
Greatly save land resource；And be all to complete in the surface in river course to the decontamination process of sewage in river course, rather than
Complete in river course, discharged mud after the sewage of extraction is purified, decreased the siltation volume of mud in river course, greatly
Improve the flood discharge capacity in river course；Through three purified treatment so that in river course, dirty water purification is more thorough, and depuration quality is more
High.
Accompanying drawing explanation
Fig. 1 is the structural representation of the preferred embodiment of river channel purification system described in the utility model.
Detailed description of the invention
For making the purpose of this utility model, technical scheme and advantage clearer, clear and definite, develop simultaneously enforcement referring to the drawings
This utility model is further described by example.Should be appreciated that specific embodiment described herein is only in order to explain this reality
With novel, it is not used to limit this utility model.
This utility model provides a kind of river channel purification system, and described river channel purification system includes the sedimentation basin being sequentially connected with
2, between microbial treatments 3 and animals and plants process between 4；It is also preferred that the left described river channel purification system also includes for by clean for described river course
Changing system support and be arranged on the support 11 above river course 1, described river channel purification system is placed in above river course 1 by support 11,
And between described sedimentation basin 2, microbial treatments 3 and animals and plants process between 4 along the river flow path direction set gradually.Set on described sedimentation basin 2
Being equipped with the first interface 21 for being connected with river course 1, described first interface 21 can be connected with river course by the first pipeline, sets simultaneously
Put the first water pump being connected with the first pipeline, use the first water pump to be managed by first with sewage mixture by the mud in river course 1
Road extraction carries out Preliminary deposition filtration to sedimentation basin 2.Owing to described river channel purification system is just being erected at river course 1 by support 11
Top, the most described river channel purification system can't take the land resource of river course 1 periphery, greatly save land resource；
And be all to complete in the surface in river course 1 to the decontamination process of sewage in river course 1, rather than complete in river course 1, to extraction
Sewage purify after discharged mud, decrease the siltation volume of mud in river course 1, be greatly improved the flood passage in river course 1
Ability.
One end of first pipeline is placed in river course 1, and the other end is connected with described first interface 21, compared to by river course 1
The duct length that sewage extraction uses when processing to river levee, the river channel purification system that this utility model provides greatly reduces
The length of first pipeline that extraction sewage is used, thus save raw material, reduce cost.
When purifying first in extraction sewage every time to sedimentation basin 2, make sewage be full of sedimentation basin 2 as far as possible, use
After sewage in river course is extracted to sedimentation basin 2 by the first water pump, sewage is the 2 delay scheduled time in sedimentation basin, it is also preferred that the left dirty
Water stands 3-10 days in sedimentation basin 2 so that the bigger inorganic particle of the relative densities such as the mud in sewage is under gravity
Produce precipitation, form sewage layer and sludge blanket.It is also preferred that the left the bottom of described sedimentation basin 2 is provided with activated carbon adsorption layer, to sewage
In mud impurity carry out adsorbing and make it be deposited on the bottom of sedimentation basin, accelerate deposition velocity, promote deposition effect.
Purify, through sedimentation basin 2, the upper strata sewage layer obtained first to need to enter between microbial treatments 3 to carry out second time clean
Change.It is additionally provided with on described sedimentation basin 2 by between second pipe with microbial treatments 3 the second interfaces 22 being connected；Second pipe
The one end in road is connected with the second interface, and between the other end with microbial treatments, the water inlet 31 of 3 is connected, in vertical direction, the
Two interfaces 22 are higher than the water inlet 31 of 3 between microbial treatments so that purify the sewage obtained first when the second interface 22 is discharged,
3 can be entered between microbial treatments by gravity along second pipe water inlet 31 of 3 between microbial treatments, carry out second time and purify,
Second interface 22 is arranged on its top.Described river channel purification system also includes that the second water pump, the second water pump are connected with second pipe
, thus extract and be emitted between microbial treatments 3 by purifying sewage in the sewage layer obtained in sedimentation basin 2 first.It is also preferred that the left also
The sewage discharge that obtains can be purified in by sedimentation basin 2 first to after between microbial treatments 3, mend in 3 between microbial treatments
Fill clean water source, sewage is diluted so that the growth of sewage more suitable micro-organisms, thus improve depuration quality.
Further, it is provided with filter screen at the water inlet 31 of 3 at the second interface 22 and between microbial treatments, with to flowing through
Sewage filter further, in stoping large granular impurity to flow between microbial treatments 3.Resistance heating it is additionally provided with in sedimentation basin 2
Device, after in sewage layer, sewage is extracted between microbial treatments 3, in sedimentation basin 2, residue is deposited on the mud bottom it, now
Opening resistor heater, carries out heating and drying to retaining mud in sedimentation basin 2.Mud after mummification is more easy to be cleared, and
Decreasing the stink that mud distributes significantly, meanwhile, the mud of the mummification cleared can be applied to be used as in the woods
Fertilizer.
The first space for placing the microorganism that water is purified it is provided with in 3 between described microbial treatments, described
Microorganism includes anaerobe, photosynthetic bacteria and microalgae；Microorganism carries out second to purifying, through sedimentation basin 2, the sewage obtained first
Secondary purification, by the decomposition of microorganism, the Organic substance decomposition and inversion in purifying, through sedimentation basin 2, the sewage obtained first
For inorganic matter, so that sewage obtains second time and purifies.It is also preferred that the left sewage to stand 5-10 days in 3 between microbial treatments, micro-
Between biological treatment, the density of microorganism is 1-100mg/ in 3So that Organic substance in sewage is sufficiently decomposed by microorganism
Convert, so that clean-up effect is more preferably.
Between microbial treatments 3 and animals and plants process between 4 by the 3rd pipeline communication, at one end of the 3rd pipeline and microorganism
Between reason, the outlet 32 of 3 connects, and between the other end with animals and plants process, the water inlet 41 of 4 is connected；In vertical direction, at microorganism
Between reason, the outlet 32 of 3 is higher than the water inlet 41 of 4 between animals and plants process, and between microbial treatments, the bottom surface of 3 processes higher than animals and plants
Between 4 bottom surface, between microbial treatments, the outlet 32 of 3 is arranged on the lower end of its sidewall.The outlet 32 of 3 between microbial treatments
Place is provided with gate and filter screen, and after opening gate, 3 purifications obtain through between microbial treatments second crosses drainage through the 3rd
Pipeline from be advanced into animals and plants process between 4, it is not necessary to use water pump to cross drainage row by purifying second obtained between microbial treatments 3
Putting between animals and plants process 4, structure is simpler, more energy efficient.
In described animals and plants process, 4 are provided with the vegeto-animal second space purified water for placement, in institute
State plant in 4 between animals and plants process the poly-grass of planting submerged plants and Herba vallisneriae Spiralis, can the fluitante Herba Eichhorniae of fast-growth and spiral shell freshwater mussel, with right
Second crosses drainage carries out purifying for the third time；The animals and plants quality that between preferably animals and plants process, unit are is arranged in 4 is 100-
1500g.Animals and plants are also associated with the 4th pipeline for water enters river course between processing, between the 4th pipeline and animals and plants process
Outlet 42 connects, and the outlet 42 between animals and plants process is provided with gate and filter screen and is arranged on the lower end of its sidewall, when beating
After throttle valve, animals and plants process between 4 by the 4th pipeline final purification is obtained the 3rd mistake drainage enter river course 1 voluntarily, both
Decrease the mud in river course 1, well prevent mud to deposit the impact on river course flood in river course 1, again sewage is entered
Row multiple purifying, the pollution to surrounding of the foul smell of minimizing sewage and sewage.
It is also preferred that the left between described sedimentation basin 2, microbial treatments 3 and animals and plants process between 4 be cuboid, and three's volume
Than being (1-5): (10-50): (100-1000).The a length of 5m of described sedimentation basin 2, width 3m equal with river width, a height of；
The a length of 50m of 3, width 1m equal with river width, a height of between described microbial treatments；The length of 4 between the process of described animals and plants
Degree is 500m, width 1m equal with river width, a height of.Between the process of described animals and plants, the bottom area of 4 is maximum so that unit
The vegeto-animal quality that area is arranged is many, thus the more preferable purification that raises track.
In sum, the river channel purification system that this utility model provides, the mud after mummification is more easy to be cleared, and very
Big degree decrease the stink that mud distributes, meanwhile, the mud of the mummification cleared can be applied in the woods be used as fertilizer
Material；The land resource of river course periphery will not be taken, greatly save land resource；And to the purified treatment mistake of sewage in river course
Journey is all to complete in the surface in river course, rather than completes in river course, has discharged mud, subtract after purifying the sewage extracted
Lack the siltation volume of mud in river course, be greatly improved the flood discharge capacity in river course；Purify for three times so that in river course, sewage is clean
Changing more thorough, depuration quality is higher.
It should be appreciated that application of the present utility model is not limited to above-mentioned citing, those of ordinary skill in the art are come
Saying, can be improved according to the above description or convert, all these modifications and variations all should belong to the appended power of this utility model
The protection domain that profit requires.
Claims (9)
1. a river channel purification system, it is characterised in that described river channel purification system includes sedimentation basin, the microorganism set gradually
Between process and between animals and plants process；Be provided with in described microbial treatments for place the microorganism that water is purified the
One space；Described animals and plants are provided with the vegeto-animal second space purified water for placement in processing；Described heavy
Being provided with the first interface for being connected with river course on long-pending pond, described first interface is connected with river course by the first pipeline；Described
The second interface by being connected between second pipe with microbial treatments it is additionally provided with on sedimentation basin；Lead between described microbial treatments
Cross between the 3rd pipeline processes with animals and plants and be connected；Animals and plants are also associated with the 4th pipe for water enters river course between processing
Road.
River channel purification system the most according to claim 1, it is characterised in that it also includes for described river course is purified system
System supports and is arranged on the support above river course.
River channel purification system the most according to claim 1, it is characterised in that between described sedimentation basin, microbial treatments and dynamic
Between plant treatment, flow path direction sets gradually along the river.
River channel purification system the most according to claim 1, it is characterised in that between described sedimentation basin, microbial treatments and dynamic
Volumetric ratio between plant treatment is (1-5): (10-50): (100-1000).
River channel purification system the most according to claim 1, it is characterised in that be provided with in described sedimentation basin and deposition is obtained
Mud carry out the resistance heater of mummification.
River channel purification system the most according to claim 1, it is characterised in that described microorganism is anaerobe, photosynthetic bacteria
And microalgae.
River channel purification system the most according to claim 6, it is characterised in that the density of described microorganism is 1-100mg/。
River channel purification system the most according to claim 1, it is characterised in that described animals and plants are poly-grass, Herba vallisneriae Spiralis, Herba Eichhorniae
With spiral shell freshwater mussel.
River channel purification system the most according to claim 8, it is characterised in that described vegeto-animal mass area ratio is
100-1500g。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620613082.1U CN205856121U (en) | 2016-06-21 | 2016-06-21 | A kind of river channel purification system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620613082.1U CN205856121U (en) | 2016-06-21 | 2016-06-21 | A kind of river channel purification system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205856121U true CN205856121U (en) | 2017-01-04 |
Family
ID=57636884
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620613082.1U Expired - Fee Related CN205856121U (en) | 2016-06-21 | 2016-06-21 | A kind of river channel purification system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205856121U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113683262A (en) * | 2021-08-27 | 2021-11-23 | 生态环境部南京环境科学研究所 | River repair system applied to drainage basin pollution |
-
2016
- 2016-06-21 CN CN201620613082.1U patent/CN205856121U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113683262A (en) * | 2021-08-27 | 2021-11-23 | 生态环境部南京环境科学研究所 | River repair system applied to drainage basin pollution |
| CN113683262B (en) * | 2021-08-27 | 2022-07-19 | 生态环境部南京环境科学研究所 | River repair system applied to drainage basin pollution |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170104 Termination date: 20170621 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |