CN204714600U - A kind of artificial wet land system of trapezoidal multistage Quick drainage - Google Patents
A kind of artificial wet land system of trapezoidal multistage Quick drainage Download PDFInfo
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- CN204714600U CN204714600U CN201520361549.3U CN201520361549U CN204714600U CN 204714600 U CN204714600 U CN 204714600U CN 201520361549 U CN201520361549 U CN 201520361549U CN 204714600 U CN204714600 U CN 204714600U
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- blowoff basin
- undercurrent
- surface low
- basin
- blowoff
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 41
- 230000003647 oxidation Effects 0.000 claims abstract description 19
- 238000007254 oxidation reaction Methods 0.000 claims abstract description 19
- 230000000630 rising effect Effects 0.000 claims abstract description 9
- 238000007373 indentation Methods 0.000 claims abstract description 4
- 238000005202 decontamination Methods 0.000 claims description 10
- 230000003588 decontaminative effect Effects 0.000 claims description 10
- 230000004888 barrier function Effects 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 5
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 11
- 239000010865 sewage Substances 0.000 description 11
- 230000008569 process Effects 0.000 description 7
- 238000005516 engineering process Methods 0.000 description 4
- 239000003344 environmental pollutant Substances 0.000 description 3
- 238000007667 floating Methods 0.000 description 3
- 231100000719 pollutant Toxicity 0.000 description 3
- 238000010521 absorption reaction Methods 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 238000001556 precipitation Methods 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 230000010534 mechanism of action Effects 0.000 description 1
- 230000000813 microbial effect Effects 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 230000035764 nutrition Effects 0.000 description 1
- 235000016709 nutrition Nutrition 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 241000894007 species Species 0.000 description 1
- 230000005068 transpiration Effects 0.000 description 1
Landscapes
- Sewage (AREA)
Abstract
The utility model relates to a kind of artificial wet land system of trapezoidal multistage Quick drainage, comprise water inlet pipe, settling tank, surface low blowoff basin, first undercurrent blowoff basin, second undercurrent blowoff basin, oxidation pond and rising pipe, water inlet pipe inserts a side roof part of settling tank, settling tank is provided with breach away from the side of water inlet pipe, in indentation, there, grid is installed, surface low blowoff basin is arranged on the side that grid installed by settling tank, first undercurrent blowoff basin is arranged on the side of surface low blowoff basin away from settling tank, first undercurrent blowoff basin is also communicated with surface low blowoff basin by the first porous header, second undercurrent blowoff basin is arranged on the side of the first undercurrent blowoff basin away from surface low blowoff basin, second undercurrent blowoff basin is also communicated with the first undercurrent blowoff basin by the second porous header, oxidation pond is arranged on the side of the second undercurrent blowoff basin away from the first undercurrent blowoff basin, rising pipe is arranged on oxidation pond.Beneficial effect be take up an area less, strong to the comprehensive removal effect of pollutent.
Description
Technical field
The utility model relates to a kind of artificial wet land system, specifically a kind of artificial wet land system of trapezoidal multistage Quick drainage.
Background technology
Artificial swamp is the ground similar with swampland by artificial construction and controlling run, sewage, mud there is the dosing of control on the artificial wetland built, sewage and mud are in the process flowed in a certain direction, mainly utilize soil, artificial dielectric, plant, the physics of microorganism, chemistry, biological triple synergy, to a kind of technology that sewage, mud process.Its mechanism of action comprises absorption, delay, filtration, redox, precipitation, microbial decomposition, conversion, plant are covered, residue accumulated, water transpiration and nutrition absorption etc.Artificial wet land treating system has the features such as buffer capacity is large, treatment effect good, technique is simple, reduced investment, working cost are low, in being applicable to very much, the sewage disposal of samll cities and towns.
Artificial swamp effectively can be applied to the deep purifying of multiple sewage, for target water body provides the nourishment source of high-quality, ensures the quality of water environment of target water body.Current adopted artificial wetland process flows to according to water body can be divided into surface low, undercurrent and vertical current constructed wetland, the difference of wet land technique, and its range of application is also different.Artificial wetland treatment process is as the ecological pollution treatment technology of one, and its outstanding advantages is embodied in this technique ecology, environmental protection, less energy-consumption, pollution-free in operational process.But no matter be surface low, undercurrent or vertical current constructed wetland, when only arranging a certain artificial swamp (as surface-flow), if the pending water yield is comparatively large, it is then larger that it takes up an area scale.Meanwhile, when setting up artificial swamp (as the surface-flow) of a certain type, it is also very weak to the comprehensive removal effect of pollutent.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of drainage speed of effective raising artificial swamp, the artificial wet land system of the trapezoidal multistage Quick drainage avoiding water exhaust system to block, take up an area less, strong to the comprehensive removal effect of pollutent.
The technical scheme that the utility model solves the problems of the technologies described above is as follows: a kind of artificial wet land system of trapezoidal multistage Quick drainage, comprise water inlet pipe, settling tank, surface low blowoff basin, first undercurrent blowoff basin, second undercurrent blowoff basin, oxidation pond and rising pipe, described water inlet pipe inserts a side roof part of described settling tank, described settling tank is provided with breach away from the side of described water inlet pipe, in indentation, there, dismountable grid is installed, described surface low blowoff basin is arranged on the side that described grid installed by described settling tank, its top is concordant with described grating base, described first undercurrent blowoff basin is arranged on the side of described surface low blowoff basin away from described settling tank, the height at its top is lower than the height at described surface low blowoff basin top, the bottom of described surface low blowoff basin is provided with the first row water pipe being communicated with described surface low blowoff basin and the first undercurrent blowoff basin, described first undercurrent blowoff basin is also communicated with described surface low blowoff basin by the first porous header of downward-sloping setting, described second undercurrent blowoff basin is arranged on the side of described first undercurrent blowoff basin away from described surface low blowoff basin, its overhead height is lower than the height at described first undercurrent blowoff basin top, the bottom of described first undercurrent blowoff basin is provided with the second row water pipe being communicated with described first undercurrent blowoff basin and the second undercurrent blowoff basin, described second undercurrent blowoff basin is also communicated with described first undercurrent blowoff basin by the second porous header of downward-sloping setting, described oxidation pond is arranged on the side of described second undercurrent blowoff basin away from described first undercurrent blowoff basin, the height at its top is lower than the height at described second undercurrent blowoff basin top, the bottom of described second undercurrent blowoff basin is provided with the 3rd water shoot being communicated with described second undercurrent blowoff basin and oxidation pond, described rising pipe is arranged on the side of described oxidation pond away from described second undercurrent blowoff basin, described surface low blowoff basin, all decontamination media is placed with in first undercurrent blowoff basin and the second undercurrent blowoff basin.
Principle of work: sewage enters described settling tank precipitation macrobead pollutent from described water inlet pipe, floating pollutants is then also regularly cleared up floating pollutants by described grid interception, and the sewage after settling tank process flows into described surface low blowoff basin, be discharged in described first undercurrent blowoff basin by after the described decontamination media decontamination in described surface low blowoff basin through described first row water pipe and the first porous header quick collection, the sewage entering described first undercurrent blowoff basin is discharged in described second undercurrent blowoff basin by after the further decontamination of decontamination media in described first undercurrent blowoff basin through described second row water pipe and the second porous header quick collection, the sewage entering described second undercurrent blowoff basin is discharged in described oxidation pond through described 3rd water shoot after the decontamination media in described second undercurrent blowoff basin again a step decontamination, and the water entered in described oxidation pond has been clear water, be stored in described oxidation pond while using as reuse water and can plant vegetation in all kinds of water, give the sewage after process with species diversity.
The beneficial effects of the utility model are: the effective drainage speed improving artificial swamp, avoid water exhaust system block, occupation of land less, strong to the comprehensive removal effect of pollutent.
On the basis of technique scheme, the utility model can also do following improvement.
Further, described grid is basket grid, unloads basket grid, and the floating pollutants be convenient in described settling tank does periodic cleaning.
Further, the inwall of described surface low blowoff basin, the first undercurrent blowoff basin and the second undercurrent blowoff basin and diapire are all equipped with impervious barrier, avoid sewage to permeate the ground and the ground shared by the utility model polluted.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
In accompanying drawing, the list of parts representated by each label is as follows:
1, water inlet pipe, 2, settling tank, 3, grid, 4, surface low blowoff basin, the 5, first undercurrent blowoff basin, the 6, second undercurrent blowoff basin, 7, oxidation pond, 8, rising pipe, 9, decontamination media, the 10, the 3rd water shoot, 11, the second porous header, 12, second row water pipe, the 13, first porous header, 14, first row water pipe.
Embodiment
Be described principle of the present utility model and feature below in conjunction with accompanying drawing, example, only for explaining the utility model, is not intended to limit scope of the present utility model.
As shown in Figure 1, a kind of artificial wet land system of trapezoidal multistage Quick drainage, comprise water inlet pipe 1, settling tank 2, surface low blowoff basin 4, first undercurrent blowoff basin 5, second undercurrent blowoff basin 6, oxidation pond 7 and rising pipe 8, water inlet pipe 1 inserts a side roof part of settling tank 2, settling tank 2 is provided with breach away from the side of water inlet pipe 1, in indentation, there, dismountable grid 3 is installed, surface low blowoff basin 4 is arranged on the side that grid 3 installed by settling tank 2, its top is concordant with bottom grid 3, first undercurrent blowoff basin 5 is arranged on the side of surface low blowoff basin 4 away from settling tank 2, the height at its top is lower than the height at surface low blowoff basin 4 top, the bottom of surface low blowoff basin 4 is provided with the first row water pipe 14 being communicated with surface low blowoff basin 4 and the first undercurrent blowoff basin 5, first undercurrent blowoff basin 5 is also communicated with surface low blowoff basin 4 by the first porous header 13 of downward-sloping setting, second undercurrent blowoff basin 6 is arranged on the side of the first undercurrent blowoff basin 5 away from surface low blowoff basin 4, the height at its top is lower than the height at the first undercurrent blowoff basin 5 top, the bottom of the first undercurrent blowoff basin 5 is provided with the second row water pipe 12 of connection first undercurrent blowoff basin 5 and the second undercurrent blowoff basin 6, second undercurrent blowoff basin 6 is also communicated with the first undercurrent blowoff basin 5 by the second porous header 11 of downward-sloping setting, oxidation pond 7 is arranged on the side of the second undercurrent blowoff basin 6 away from the first undercurrent blowoff basin 5, the height at its top is lower than the height at the second undercurrent blowoff basin 6 top, the bottom of the second undercurrent blowoff basin 6 is provided with the 3rd water shoot 10 of connection second undercurrent blowoff basin 6 and oxidation pond 7, rising pipe 8 is arranged on the side of oxidation pond 7 away from the second undercurrent blowoff basin 6, surface low blowoff basin 4, decontamination media 9 is all placed with in first undercurrent blowoff basin 5 and the second undercurrent blowoff basin 6.
Preferably, grid 3 is basket grid.
Preferably, the inwall of surface low blowoff basin 4, first undercurrent blowoff basin 5 and the second undercurrent blowoff basin 6 and diapire are all equipped with impervious barrier.
The foregoing is only preferred embodiment of the present utility model, not in order to limit the utility model, all within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (3)
1. the artificial wet land system of a trapezoidal multistage Quick drainage, it is characterized in that: comprise water inlet pipe (1), settling tank (2), surface low blowoff basin (4), first undercurrent blowoff basin (5), second undercurrent blowoff basin (6), oxidation pond (7) and rising pipe (8), described water inlet pipe (1) inserts a side roof part of described settling tank (2), described settling tank (2) is provided with breach away from the side of described water inlet pipe (1), in indentation, there, dismountable grid (3) is installed, described surface low blowoff basin (4) is arranged on the side that described grid (3) installed by described settling tank (2), its top is concordant with described grid (3) bottom, described first undercurrent blowoff basin (5) is arranged on the side of described surface low blowoff basin (4) away from described settling tank (2), the height at its top is lower than the height at described surface low blowoff basin (4) top, the bottom of described surface low blowoff basin (4) is provided with the first row water pipe (14) being communicated with described surface low blowoff basin (4) and the first undercurrent blowoff basin (5), described first undercurrent blowoff basin (5) is also communicated with described surface low blowoff basin (4) by the first porous header (13) of downward-sloping setting, described second undercurrent blowoff basin (6) is arranged on the side of described first undercurrent blowoff basin (5) away from described surface low blowoff basin (4), the height at its top is lower than the height at described first undercurrent blowoff basin (5) top, the bottom of described first undercurrent blowoff basin (5) is provided with the second row water pipe (12) being communicated with described first undercurrent blowoff basin (5) and the second undercurrent blowoff basin (6), described second undercurrent blowoff basin (6) is also communicated with described first undercurrent blowoff basin (5) by the second porous header (11) of downward-sloping setting, described oxidation pond (7) is arranged on the side of described second undercurrent blowoff basin (6) away from described first undercurrent blowoff basin (5), the height at its top is lower than the height at described second undercurrent blowoff basin (6) top, the bottom of described second undercurrent blowoff basin (6) is provided with the 3rd water shoot (10) being communicated with described second undercurrent blowoff basin (6) and oxidation pond (7), described rising pipe (8) is arranged on the side of described oxidation pond (7) away from described second undercurrent blowoff basin (6), described surface low blowoff basin (4), decontamination media (9) is all placed with in first undercurrent blowoff basin (5) and the second undercurrent blowoff basin (6).
2. the artificial wet land system of a kind of trapezoidal multistage Quick drainage according to claim 1, is characterized in that: described grid (3) is basket grid.
3. the artificial wet land system of a kind of trapezoidal multistage Quick drainage according to claim 1 and 2, is characterized in that: the inwall of described surface low blowoff basin (4), the first undercurrent blowoff basin (5) and the second undercurrent blowoff basin (6) and diapire are all equipped with impervious barrier.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520361549.3U CN204714600U (en) | 2015-05-28 | 2015-05-28 | A kind of artificial wet land system of trapezoidal multistage Quick drainage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520361549.3U CN204714600U (en) | 2015-05-28 | 2015-05-28 | A kind of artificial wet land system of trapezoidal multistage Quick drainage |
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| Publication Number | Publication Date |
|---|---|
| CN204714600U true CN204714600U (en) | 2015-10-21 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520361549.3U Expired - Fee Related CN204714600U (en) | 2015-05-28 | 2015-05-28 | A kind of artificial wet land system of trapezoidal multistage Quick drainage |
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| Country | Link |
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| CN (1) | CN204714600U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106115923A (en) * | 2016-07-27 | 2016-11-16 | 周红军 | Artificial wetland combination medium |
| CN109580898A (en) * | 2018-12-04 | 2019-04-05 | 中国环境科学研究院 | Sample cell and multinomial water quality indicator detection device |
| CN112573768A (en) * | 2020-12-09 | 2021-03-30 | 花王生态工程股份有限公司 | Stepped wetland water treatment system |
-
2015
- 2015-05-28 CN CN201520361549.3U patent/CN204714600U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106115923A (en) * | 2016-07-27 | 2016-11-16 | 周红军 | Artificial wetland combination medium |
| CN106115923B (en) * | 2016-07-27 | 2020-05-26 | 林小峰 | Constructed wetland combined medium |
| CN109580898A (en) * | 2018-12-04 | 2019-04-05 | 中国环境科学研究院 | Sample cell and multinomial water quality indicator detection device |
| CN112573768A (en) * | 2020-12-09 | 2021-03-30 | 花王生态工程股份有限公司 | Stepped wetland water treatment system |
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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: 20151021 |