CN206955857U - Artificial swamp water treatment system - Google Patents
Artificial swamp water treatment system Download PDFInfo
- Publication number
- CN206955857U CN206955857U CN201720507679.2U CN201720507679U CN206955857U CN 206955857 U CN206955857 U CN 206955857U CN 201720507679 U CN201720507679 U CN 201720507679U CN 206955857 U CN206955857 U CN 206955857U
- Authority
- CN
- China
- Prior art keywords
- haydite
- intake antrum
- artificial swamp
- mouth
- sedimentation basin
- 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.)
- Expired - Fee Related
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- Separation Of Suspended Particles By Flocculating Agents (AREA)
- Biological Treatment Of Waste Water (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
It the utility model is related to sanitary sewage disposal technical field, and in particular to a kind of artificial swamp water treatment system.It includes the first sedimentation basin, anaerobic filter, the second sedimentation basin and the artificial swamp pond being sequentially communicated；Anaerobic filter includes the first intake antrum and the processing chamber being sequentially communicated, second sedimentation basin includes the second intake antrum, precipitation chamber and the 3rd intake antrum being sequentially communicated, the first haydite layer, the first counter-flushing pipeline, the second haydite layer, the second counter-flushing pipeline, the 3rd haydite layer, outlet pipeline and vegetable layer are disposed with artificial swamp pond from top to bottom, the particle diameter of haydite is 12mm employed in first haydite layer, the particle diameter of haydite is 7mm employed in second haydite layer, and the particle diameter of haydite is 2~3mm employed in the 3rd haydite layer.The utility model organic loading is higher, service life is longer.
Description
Technical field
Sanitary sewage disposal technical field is the utility model is related to, specifically, is related to a kind of artificial swamp water process system
System.
Background technology
Artificial wet land system is widely used in handling domestic sewage in rural areas, and existing artificial swamp generally existing is organic negative
The problem of lotus is relatively low, service life is shorter.
Utility model content
Content of the present utility model is to provide a kind of artificial swamp water treatment system, and it can overcome certain of prior art
Or some defects.
According to artificial swamp water treatment system of the present utility model, it includes the first sedimentation basin, the anaerobism filter being sequentially communicated
Pond, the second sedimentation basin and artificial swamp pond；Anaerobic filter includes the first intake antrum and the processing chamber being sequentially communicated, the first sedimentation basin
First connected with the first intake antrum is provided with above right side and crosses the mouth of a river, the first intake antrum lower right-hand side is provided with what is connected with processing chamber
Second crosses the mouth of a river；Second sedimentation basin includes the second intake antrum, precipitation chamber and the 3rd intake antrum being sequentially communicated, anaerobic filter right side
Top is provided with the 3rd connected with the second intake antrum and crosses the mouth of a river, and the second intake antrum lower right-hand side is provided with the 4th connected with precipitation chamber
Cross the mouth of a river；Top is provided with the 5th connected with the 3rd intake antrum and crosses the mouth of a river on the right side of precipitation chamber, and the 3rd intake antrum lower right-hand side is provided with
The 6th connected with artificial swamp pond crosses water cavity；
The first haydite layer, the first counter-flushing pipeline, the second haydite layer, are disposed with artificial swamp pond from top to bottom
Two counter-flushing pipelines, the 3rd haydite layer, outlet pipeline and vegetable layer, the particle diameter of haydite is 12mm employed in the first haydite layer,
The particle diameter of haydite is 7mm employed in second haydite layer, and the particle diameter of haydite is 2~3mm employed in the 3rd haydite layer.
In artificial swamp water treatment system system of the present utility model, by the cooperation in anaerobic filter and artificial swamp pond,
It can be greatly promoted and handle the ability of debirs, so as to preferably handle sanitary sewage.Wherein, first is heavy
Shallow lake pond preferably can carry out first time filtering to sanitary sewage, so as to be effectively prevented from the solid pollution in sanitary sewage
Thing enters anaerobic filter in large quantities, so as to preferably lift the service life of anaerobic filter and treatment effeciency；Anaerobic filter
Setting can greatly promote the organic loading of whole system, and enable whole system possess it is stronger can anti impulsion load
Ability, so that system of the present utility model can preferably keep preferably operation in certain water and load range
Stability；The setting of second sedimentation basin can be carried out preferably to the deposit in the sanitary sewage after anaerobic filter is handled
Filter, so as to effectively prevent the blocking in artificial swamp pond, and then can preferably lift the service life in artificial swamp pond.
In addition, in artificial swamp pond, because the particle diameter of haydite employed in the first haydite layer is 12mm, institute in the second haydite layer
It for the particle diameter of haydite employed in 7mm, the 3rd haydite layer is 2~3mm to use the particle diameter of haydite, so that sanitary sewage can
Fully contacted, and then can effectively be carried with matrix (including the first haydite layer, the second haydite layer and the 3rd haydite layer)
The water purification ability of matrix is risen, and can effectively delay the blocking of matrix.On the other hand, due to the setting of counter-flushing pipeline, energy
It is enough that effectively corresponding haydite layer is backwashed, so as to effectively carry out backwash block clearing to matrix.
Preferably, be filled with anaerobism filler in processing chamber, anaerobism filler positioned at second cross the mouth of a river with the 3rd the mouth of a river it
Between.So as to preferably improve the disposal ability of anaerobic filter.
Preferably, top is provided with intake antrum on the left of the first sedimentation basin, filtering screen, pending waste water are provided with intake antrum
Filtered screen flows into the first sedimentation basin.Filtering screen can filter off large volume of pollutant in sanitary sewage, so as to
It efficiently avoid artificial swamp Chi Chu blocking.
Brief description of the drawings
Fig. 1 is a kind of schematic diagram of artificial swamp water treatment system in embodiment 1.
Embodiment
To further appreciate that content of the present utility model, the utility model is described in detail in conjunction with the accompanying drawings and embodiments.
It should be appreciated that embodiment be only the utility model is explained and and it is non-limiting.
Embodiment 1
As shown in figure 1, present embodiments provide a kind of artificial swamp water treatment system, it includes being sequentially communicated first heavy
Shallow lake pond 110, anaerobic filter 120, the second sedimentation basin 130 and artificial swamp pond 140；Anaerobic filter 120 includes the be sequentially communicated
One intake antrum 121 and processing chamber 122, the right side of the first sedimentation basin 110 top are provided with first connected with the first intake antrum 121 and cross water
Mouth 113, the lower right-hand side of the first intake antrum 121 are provided with second connected with processing chamber 122 and cross the mouth of a river 123；Second sedimentation basin 130 wraps
Include the second intake antrum 131 being sequentially communicated, the precipitation intake antrum 133 of chamber 132 and the 3rd, the right side of anaerobic filter 120 top be provided with
The 3rd of second intake antrum 131 connection crosses the mouth of a river 124, and the lower right-hand side of the second intake antrum 131 is provided with the connected with precipitation chamber 132
Four cross mouth of a river 131a；The right side top of precipitation chamber 132 is provided with the 5th connected with the 3rd intake antrum 133 and crosses mouth of a river 132a, and the 3rd enters
The lower right-hand side of water cavity 133 is provided with the 6th connected with artificial swamp pond 140 and crosses water cavity 133a；
The first haydite layer 141, the first counter-flushing pipeline 142, second are disposed with artificial swamp pond 140 from top to bottom
Haydite layer 143, the second counter-flushing pipeline 144, the 3rd haydite layer 145, outlet pipeline 146 and vegetable layer 147, the first haydite layer
The particle diameter of haydite is 12mm employed in 141, and the particle diameter of haydite is 7mm employed in the second haydite layer 143, the 3rd haydite layer
The particle diameter of haydite is 2~3mm employed in 145.
In the present embodiment, anaerobism filler 122a is filled with processing chamber 122, anaerobism filler 122a crosses the mouth of a river positioned at second
123 and the 3rd cross between the mouth of a river 124；The left side of first sedimentation basin 110 top is provided with intake antrum 111, and filtering is provided with intake antrum 111
Screen 112, the pending filtered screen 112 of waste water flow into the first sedimentation basin 110.
In a kind of artificial swamp water treatment system of the present embodiment, sanitary sewage can enter through intake antrum 111, Zhi Houyi
Through going out behind secondary filtered screen 112, the first sedimentation basin 110, anaerobic filter 120, the second sedimentation basin 130 and artificial swamp pond 140
Water lines 146 are discharged, so as to operatively carry out sewage disposal to sanitary sewage.
In addition, a kind of artificial swamp water treatment system of the present embodiment is in use for some time, can be through the first recoil
Wash the counter-flushing pipeline 144 of pipeline 142 and second and be passed through backwash current, so as to effectively to the first haydite layer 141, second
The haydite layer 145 of haydite layer 143 and the 3rd carries out backwash processing, and then causes a kind of artificial swamp water process system of the present embodiment
System can preferably continue to use.
Schematically the utility model and embodiments thereof are described above, this describes no restricted, accompanying drawing
Shown in be also one of embodiment of the present utility model, actual structure is not limited thereto.So if this area
Those of ordinary skill enlightened by it, do not depart from the utility model create objective in the case of, without creativeness design
The frame mode similar to the technical scheme and embodiment, the scope of protection of the utility model all should be belonged to.
Claims (3)
1. artificial swamp water treatment system, it is characterised in that：Including the first sedimentation basin (110), the anaerobic filter being sequentially communicated
(120), the second sedimentation basin (130) and artificial swamp pond (140)；Anaerobic filter (120) includes the first intake antrum being sequentially communicated
(121) it is provided with first connected with the first intake antrum (121) with processing chamber (122), the first sedimentation basin (110) right side top and crosses water
Mouth (113), the first intake antrum (121) lower right-hand side are provided with second connected with processing chamber (122) and cross the mouth of a river (123)；Second is heavy
Shallow lake pond (130) includes the second intake antrum (131), precipitation chamber (132) and the 3rd intake antrum (133) being sequentially communicated, anaerobic filter
(120) right side top is provided with the 3rd connected with the second intake antrum (131) and crosses the mouth of a river (124), under the second intake antrum (131) right side
Side is provided with the 4th connected with precipitation chamber (132) and crosses the mouth of a river (131a)；Top on the right side of chamber (132) is precipitated to be provided with and the 3rd intake antrum
(133) the 5th of connection crosses the mouth of a river (132a), and the 3rd intake antrum (133) lower right-hand side is provided with and connected with artificial swamp pond (140)
The 6th cross water cavity (133a)；
The first haydite layer (141), the first counter-flushing pipeline (142), the are disposed with artificial swamp pond (140) from top to bottom
Two haydite layers (143), the second counter-flushing pipeline (144), the 3rd haydite layer (145), outlet pipeline (146) and vegetable layer (147),
The particle diameter of haydite is 12mm employed in first haydite layer (141), and the particle diameter of haydite is employed in the second haydite layer (143)
7mm, the particle diameter of haydite is 2~3mm employed in the 3rd haydite layer (145).
2. artificial swamp water treatment system according to claim 1, it is characterised in that：It is filled with and detests in processing chamber (122)
Oxygen filler (122a), anaerobism filler (122a) are crossed the mouth of a river (123) and the 3rd positioned at second and crossed between the mouth of a river (124).
3. artificial swamp water treatment system according to claim 1, it is characterised in that：On first sedimentation basin (110) left side
Side is provided with intake antrum (111), and filtering screen (112), the pending filtered screen of waste water (112) stream are provided with intake antrum (111)
Enter the first sedimentation basin (110).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720507679.2U CN206955857U (en) | 2017-05-09 | 2017-05-09 | Artificial swamp water treatment system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720507679.2U CN206955857U (en) | 2017-05-09 | 2017-05-09 | Artificial swamp water treatment system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206955857U true CN206955857U (en) | 2018-02-02 |
Family
ID=61375672
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720507679.2U Expired - Fee Related CN206955857U (en) | 2017-05-09 | 2017-05-09 | Artificial swamp water treatment system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206955857U (en) |
-
2017
- 2017-05-09 CN CN201720507679.2U patent/CN206955857U/en not_active Expired - Fee Related
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180202 Termination date: 20190509 |