CN116768425A - Ecological wetland system for rural environment lifting - Google Patents
Ecological wetland system for rural environment lifting Download PDFInfo
- Publication number
- CN116768425A CN116768425A CN202311021388.9A CN202311021388A CN116768425A CN 116768425 A CN116768425 A CN 116768425A CN 202311021388 A CN202311021388 A CN 202311021388A CN 116768425 A CN116768425 A CN 116768425A
- Authority
- CN
- China
- Prior art keywords
- filtering area
- water
- area
- tank
- communicated
- 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.)
- Granted
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 200
- 238000001914 filtration Methods 0.000 claims abstract description 163
- 235000016709 nutrition Nutrition 0.000 claims abstract description 57
- 230000035764 nutrition Effects 0.000 claims abstract description 57
- 230000000903 blocking effect Effects 0.000 claims abstract description 16
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 claims description 34
- 239000000945 filler Substances 0.000 claims description 28
- 238000000746 purification Methods 0.000 claims description 20
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 claims description 18
- 229910052698 phosphorus Inorganic materials 0.000 claims description 18
- 239000011574 phosphorus Substances 0.000 claims description 18
- 241000195493 Cryptophyta Species 0.000 claims description 17
- 229910052757 nitrogen Inorganic materials 0.000 claims description 17
- 235000015097 nutrients Nutrition 0.000 claims description 15
- 241000894006 Bacteria Species 0.000 claims description 11
- 229910052782 aluminium Inorganic materials 0.000 claims description 10
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 9
- 239000010802 sludge Substances 0.000 claims description 9
- 241000233866 Fungi Species 0.000 claims description 6
- 239000002131 composite material Substances 0.000 claims description 6
- 239000000843 powder Substances 0.000 claims description 6
- 230000007613 environmental effect Effects 0.000 claims description 5
- 241000195652 Auxenochlorella pyrenoidosa Species 0.000 claims description 3
- 241000195649 Chlorella <Chlorellales> Species 0.000 claims description 3
- 235000007091 Chlorella pyrenoidosa Nutrition 0.000 claims description 3
- 241000192701 Microcystis Species 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 229910021536 Zeolite Inorganic materials 0.000 claims description 3
- 241001148470 aerobic bacillus Species 0.000 claims description 3
- HNPSIPDUKPIQMN-UHFFFAOYSA-N dioxosilane;oxo(oxoalumanyloxy)alumane Chemical compound O=[Si]=O.O=[Al]O[Al]=O HNPSIPDUKPIQMN-UHFFFAOYSA-N 0.000 claims description 3
- 238000010304 firing Methods 0.000 claims description 3
- 239000002893 slag Substances 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 241001148471 unidentified anaerobic bacterium Species 0.000 claims description 3
- 239000010457 zeolite Substances 0.000 claims description 3
- 238000004891 communication Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 7
- 230000012010 growth Effects 0.000 description 6
- 230000000694 effects Effects 0.000 description 4
- 239000012535 impurity Substances 0.000 description 4
- 238000001556 precipitation Methods 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000005192 partition Methods 0.000 description 3
- 239000008188 pellet Substances 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 238000010521 absorption reaction Methods 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 2
- 230000002411 adverse Effects 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 239000002352 surface water Substances 0.000 description 2
- 241000255925 Diptera Species 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- -1 aluminum ions Chemical class 0.000 description 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000004071 biological effect Effects 0.000 description 1
- 238000009395 breeding Methods 0.000 description 1
- 230000001488 breeding effect Effects 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 239000003337 fertilizer Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006396 nitration reaction Methods 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 230000008635 plant growth Effects 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 239000002861 polymer material Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/28—Treatment of water, waste water, or sewage by sorption
- C02F1/281—Treatment of water, waste water, or sewage by sorption using inorganic sorbents
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/28—Treatment of water, waste water, or sewage by sorption
- C02F1/288—Treatment of water, waste water, or sewage by sorption using composite sorbents, e.g. coated, impregnated, multi-layered
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/10—Inorganic compounds
- C02F2101/105—Phosphorus compounds
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2101/00—Nature of the contaminant
- C02F2101/10—Inorganic compounds
- C02F2101/16—Nitrogen compounds, e.g. ammonia
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/001—Runoff or storm water
-
- 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
- C02F3/32—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
-
- 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
- C02F3/32—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
- C02F3/322—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae use of algae
- C02F3/325—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae use of algae as symbiotic combination of algae and bacteria
-
- 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
- C02F3/34—Biological treatment of water, waste water, or sewage characterised by the microorganisms used
Abstract
The invention belongs to the technical field of sponge villages and provides an ecological wetland system for improving the village environment. The system comprises a water collecting part, a water purifying part and a water draining part which are mutually matched. The water collecting part comprises a water collecting tank. The water purifying part includes: the device comprises a water inlet pipe, a first filtering area, a second filtering area, a third filtering area and a fourth filtering area, a first water distribution ring, a second water distribution ring and a plurality of first blocking pieces. The drain portion includes: the first drain pipe, the second drain pipe, the communicating pipe, the linear effluent groove, the annular effluent groove, the first nutrition tank, the second nutrition tank and the third nutrition tank. Through the mutual matching of the water collecting part, the water purifying part and the water draining part and the targeted setting of a series of specific structures, a sponge facility with complete sponge functions is provided in the current rural construction.
Description
Technical Field
The invention relates to the technical field of sponge villages, in particular to an ecological wetland system for improving the village environment.
Background
The sponge village is that the concept of 'sponge city' is migrated in the village construction, and the ecological state of the village can be like sponge, and the water absorption, the water storage, the water seepage, the water purification, the water release and the like can be automatically carried out under the rainfall condition; thereby being suitable for environmental changes, dealing with natural disasters and meeting the water use requirement.
However, most of the current rural foundation construction lacks a reasonable drainage system, so that even rainfall can accumulate on the ground surface and is not sparse; on the other hand, the situation that the water-saving resources are short of the drought areas or the drought seasons cannot be relieved due to the fact that the drought is caused after the rain occurs frequently, namely, the heavy rainfall. These not only bring inconvenience to people's daily trips, but also cause various adverse effects to the growth of crops.
In summary, in the current rural construction, there is a need for a rural sponge facility with complete sponge function to improve the situation that the rural is waterlogged when raining and is dry after raining.
Disclosure of Invention
The invention aims to provide an ecological wetland system for rural environment lifting, which aims to solve the technical problem that sponge facilities with complete sponge functions are lacking in the existing rural construction.
In order to achieve the above purpose, the present invention proposes the following technical scheme:
an ecological wetland system for rural environment lifting comprises a water collecting part, a water purifying part and a water draining part which are mutually matched;
the water collecting part comprises a water collecting tank;
the water purifying part includes: the device comprises a water inlet pipe, a first filtering area, a second filtering area, a third filtering area and a fourth filtering area, and a first water distribution ring, a second water distribution ring and a plurality of first blocking pieces; the first filtering area, the second filtering area, the third filtering area and the fourth filtering area are sequentially and adjacently arranged to form a circular ring structure, the first blocking piece is arranged between any two filtering areas, the inner side wall of the first water distribution ring is arranged in a manner of being attached to the outer side wall of the first filtering area, and the outer side wall of the second water distribution ring is simultaneously and adjacently arranged with the inner side wall of each filtering area; one end of the water inlet pipe is communicated with the water collecting tank, and the other end of the water inlet pipe is communicated with the first water distribution ring; the cross-sectional area of the first filtering area is equal to the sum of the cross-sectional areas of the rest filtering areas, the first filtering area comprises a vegetation area, the second filtering area comprises a gravel area, the third filtering area comprises a dephosphorization area and a nitrogen purification area which are adjacently arranged from inside to outside along the radial direction of the circular ring-shaped structure, and the fourth filtering area comprises a denitrification area and a phosphorus purification area which are adjacently arranged from inside to outside along the radial direction of the circular ring-shaped structure;
the drain portion includes: the device comprises a first drain pipe, a second drain pipe, a communicating pipe, a linear outflow slot, an annular outflow slot, a first nutrition tank, a second nutrition tank and a third nutrition tank; the first drain pipe is vertically inserted into the water collecting tank, the second drain pipe is vertically inserted into the inner side of the second water distribution ring, one end of the communicating pipe is communicated with the water collecting tank, and the other end of the communicating pipe is communicated with the second drain pipe; the inner side wall of the annular outflow slot is simultaneously and oppositely arranged with the outer side walls of the second filtering area, the third filtering area and the fourth filtering area, the linear outflow slot is arranged between the first filtering area and the second filtering area and between the first filtering area and the fourth filtering area, one end of the linear outflow slot is communicated with the second drain pipe, and the other end of the linear outflow slot is communicated with the annular outflow slot; the first nutrition tank is communicated with the second filtering area, the second nutrition tank is communicated with the dephosphorizing area, and the third nutrition tank is communicated with the denitrification area; the water inlet of the first drain pipe is higher than the water inlet of the communicating pipe along the side wall of the water collecting tank, and the water inlet of the communicating pipe is higher than the water inlet of the water inlet pipe; the height of the outer side wall of the annular outflow slot is equal to the height of the inner side wall corresponding to the second filtering area and is larger than the height of the inner side wall corresponding to the third filtering area and the fourth filtering area.
Further, the water inlet pipe comprises a first water inlet pipe and a second water inlet pipe, and the first filtering area is positioned at one side close to the water collecting tank;
one end of the first water inlet pipe and one end of the second water inlet pipe are communicated with the water collecting tank, and the other ends of the first water inlet pipe and the second water inlet pipe are respectively tangent to and communicated with the first water distribution ring.
Further, the device comprises a plurality of second blocking pieces, wherein a plurality of through holes are formed in the second blocking pieces;
the dephosphorization zone and the phosphorus purification zone are filled with aluminum sludge composite filler, and the aluminum sludge composite filler is prepared by firing uniformly mixed aluminum sludge, zeolite and steel slag;
the denitrification area and the nitrogen purification area are filled with immobilized bacteria and algae fillers, wherein the immobilized bacteria and algae fillers comprise fungus fillers and algae fillers; the fungus filler comprises anaerobic bacteria and aerobic bacteria, and the algae filler comprises chlorella pyrenoidosa powder or/and chlorella microcystis powder;
the second blocking piece is arranged between the dephosphorization zone and the nitrogen purification zone, and is also arranged between the denitrification zone and the phosphorus purification zone.
Further, the cross-sectional areas and depths of the second filtering area, the third filtering area and the fourth filtering area are all equal; the size of each nutrient tank is also equal.
Furthermore, the top of the first water distribution ring and the top of the second water distribution ring are both of an opening structure so as to be communicated with the external environment.
Further, the bottom of the second filtering area is communicated with the bottom of the first nutrition pot, and the bottom of the second filtering area is higher than the bottom of the first nutrition pot;
the bottom of the dephosphorization zone is communicated with the bottom of the second nutrition tank, and the bottom of the dephosphorization zone is higher than the bottom of the second nutrition tank;
the bottom of the denitrification area is communicated with the bottom of the third nutrition tank, and the bottom of the denitrification area is higher than the bottom of the third nutrition tank.
Further, a plurality of suction pipes are included;
the suction pipes are vertically inserted into the first nutrition tank, the second nutrition tank and the third nutrition tank in one-to-one correspondence.
Further, the water collecting tank is of a cylindrical structure.
The beneficial effects are that:
according to the technical scheme, the ecological wetland system for rural environment improvement is provided to overcome the technical defect that sponge facilities with complete sponge functions are lacking in the existing rural construction.
The system comprises a water collecting part, a water purifying part and a water draining part which are mutually matched. The water collecting part comprises a water collecting tank. The water purifying part includes: the device comprises a water inlet pipe, a first filtering area, a second filtering area, a third filtering area and a fourth filtering area, a first water distribution ring, a second water distribution ring and a plurality of first blocking pieces. The drain portion includes: the first drain pipe, the second drain pipe, the communicating pipe, the linear effluent groove, the annular effluent groove, the first nutrition tank, the second nutrition tank and the third nutrition tank.
When the amount of rain water is small, the rain will enter the water collecting tank first and then flow into the first water distributing ring through the water inlet pipe 02. Because the inside wall of the first water distribution ring is attached to the first filtering area, rainfall evenly flows into the first filtering area after water distribution through the first water distribution ring. Because the first filtering area comprises a vegetation area, rainfall can be subjected to preliminary filtration through the first filtering area to filter out large-size impurities. Continuing, as each filtering area forms a circular ring structure, the outer side wall of the second water distribution ring is simultaneously attached to the inner side wall of each filtering area, and the preliminarily filtered rainwater flows into the second filtering area, the third filtering area and the fourth filtering area respectively through the second water distribution ring. Because the second filtering area comprises a gravel area, rainwater with small-size impurities is filtered by the second filtering area and enters the first nutrition tank to be stored water rich in nitrogen and phosphorus; because the third filtering area comprises a dephosphorization area, the rainwater filtered by the third filtering area enters the second nutrition tank to be rich in nitrogen; since the fourth filtration zone comprises a denitrification zone, the rainwater filtered thereby is introduced into the third nutrient tank as phosphorus-rich water. At this time, in practical application, the growth requirements of plants lacking different types of nutrients are satisfied. Meanwhile, the height of the outer side wall of the annular outflow slot is equal to the height of the inner side wall corresponding to the second filtering area and is larger than the height of the inner side wall corresponding to the third filtering area and the fourth filtering area; therefore, when each nutrition pot is full of water, rainwater passing through the second water distribution ring only enters the third filtering area and the fourth filtering area. And a nitrogen purifying area is arranged outside the dephosphorizing area of the third filtering area; and a phosphorus purifying area is further arranged at the outer side of the denitrification area of the fourth filtering area. Therefore, the rainwater flowing into the annular outflow groove is the rainwater subjected to denitrification and dephosphorization simultaneously. At this time, the rainwater is continuously discharged through the linear outflow groove and the second drain pipe. Therefore, when each nutrition pot is full, the rainwater can be discharged after the nutrients are thoroughly removed, so that the pollution to water for river channels, municipal administration and the like is avoided.
When the rainwater volume is great, because along the lateral wall of catch basin, the water inlet of communicating pipe is higher than the water inlet of inlet tube. Therefore, after precipitation enters the water collecting tank, the excess part can be rapidly discharged from the second drain pipe through the communicating pipe while being treated by the process. Avoiding the formation of surface water collection.
When the amount of rainwater is huge, the water inlet of the first drain pipe is higher than the water inlet of the communicating pipe due to the fact that the water inlet is along the side wall of the water collecting tank. Thus, precipitation is discharged through the second drain pipe and also directly in the sump through the first drain pipe. So as to relieve the drainage pressure of the second drain pipe and realize ultra-fast drainage.
It should be understood that all combinations of the foregoing concepts, as well as additional concepts described in more detail below, may be considered a part of the inventive subject matter of the present disclosure as long as such concepts are not mutually inconsistent.
The foregoing and other aspects, embodiments, and features of the present teachings will be more fully understood from the following description, taken together with the accompanying drawings. Other additional aspects of the invention, such as features and/or advantages of the exemplary embodiments, will be apparent from the description which follows, or may be learned by practice of the embodiments according to the teachings of the invention.
Drawings
The drawings are not intended to be drawn to scale. In the drawings, each identical or nearly identical component that is illustrated in various figures may be represented by a like numeral. For purposes of clarity, not every component may be labeled in every drawing. Embodiments of various aspects of the invention will now be described, by way of example, with reference to the accompanying drawings, in which:
fig. 1 is a schematic structural diagram of an ecological wetland system for rural environment elevation according to the present embodiment;
fig. 2 is a cross-sectional view of the fourth filtering section according to this embodiment.
The reference numerals in the drawings are: 01 is the catch basin, 02 is the inlet tube, 03 is first filtration district, 04 is the second filtration district, 05 is dephosphorization district, 06 is nitrogen purification district, 07 is the denitrification district, 08 is phosphorus purification district, 09 is first water ring, 10 is the second water ring, 11 is first separation spare, 12 is first drain pipe, 13 is the second drain pipe, 14 is communicating pipe, 15 is the linear spout, 16 is the annular spout, 17 is first nutrition jar, 18 is the second nutrition jar, 19 is the third nutrition jar, 20 is the second separation spare, 21 is the suction tube.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention more clear, the technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings of the embodiments of the present invention. It will be apparent that the described embodiments are some, but not all, embodiments of the invention. All other embodiments, which can be made by a person skilled in the art without creative efforts, based on the described embodiments of the present invention fall within the protection scope of the present invention. Unless defined otherwise, technical or scientific terms used herein should be given the ordinary meaning as understood by one of ordinary skill in the art to which this invention belongs.
The terms "first," "second," and the like in the description and in the claims, are not used for any order, quantity, or importance, but are used for distinguishing between different elements. Also, unless the context clearly indicates otherwise, singular forms "a," "an," or "the" and similar terms do not denote a limitation of quantity, but rather denote the presence of at least one. The terms "comprises," "comprising," or the like are intended to cover a feature, integer, step, operation, element, and/or component recited as being present in the element or article that "comprises" or "comprising" does not exclude the presence or addition of one or more other features, integers, steps, operations, elements, components, and/or groups thereof. "up", "down", "left", "right" and the like are used only to indicate a relative positional relationship, and when the absolute position of the object to be described is changed, the relative positional relationship may be changed accordingly.
The ecological wetland system for rural environment elevation according to the present embodiment is specifically described below with reference to the accompanying drawings.
As shown in fig. 1-2, the system includes a water collection portion, a water purification portion, and a drainage portion that cooperate with one another. The water collecting part is used for directly collecting rainfall, the water purifying part is used for filtering the directly collected rainwater, and the water draining part is used for draining the directly collected rainfall or the treated rainwater.
Specifically, the water collecting part comprises a water collecting tank 01, and in this embodiment, in order to facilitate rapid and thorough drainage of rainwater in the water collecting tank 01, accumulation is avoided, the water collecting tank 01 is provided with a cylindrical structure.
The water purifying part includes: the water inlet pipe 02, the first filtering area 03, the second filtering area 04, the third filtering area and the fourth filtering area, the first water distribution ring 09, the second water distribution ring 10 and a plurality of first blocking pieces 11. For each filtering area, the first filtering area 03, the second filtering area 04, the third filtering area and the fourth filtering area are sequentially adjacent to each other to form a circular ring structure, and the first blocking member 11 is disposed between any two filtering areas. For each water distribution facility, the inner side wall of the first water distribution ring 09 is attached to the outer side wall of the first filtering area 03, and the outer side wall of the second water distribution ring 10 is simultaneously adjacent to the inner side wall of each filtering area; one end of the water inlet pipe 02 is communicated with the water collecting tank, and the other end of the water inlet pipe is communicated with the first water distribution ring 09. In this embodiment, the first blocking member 11 is specifically a partition plate.
Further, the cross-sectional area of the first filtering area 03 is equal to the sum of the cross-sectional areas of the remaining filtering areas, the first filtering area 03 comprises a vegetation area, the second filtering area 04 comprises a gravel area, the third filtering area comprises a dephosphorization area 05 and a nitrogen purification area 06 which are adjacently arranged from inside to outside along the radial direction of the circular ring structure, and the fourth filtering area comprises a denitrification area 07 and a phosphorus purification area 08 which are adjacently arranged from inside to outside along the radial direction of the circular ring structure.
The drain portion includes: a first drain pipe 12, a second drain pipe 13, a communicating pipe 14, a linear outflow groove 15, an annular outflow groove 16, a first nutrition pot 17, a second nutrition pot 18 and a third nutrition pot 19. In a specific arrangement, the first drain pipe 12 is vertically inserted into the water collecting tank 01, the second drain pipe 13 is vertically inserted into the inner side of the second water distribution ring 10, one end of the communicating pipe 14 is communicated with the water collecting tank 01, and the other end is communicated with the second drain pipe 13. The inner side wall of the annular outflow slot 16 is simultaneously and oppositely arranged with the outer side walls of the second filtering area 04, the third filtering area and the fourth filtering area, the linear outflow slot 15 is arranged between the first filtering area 03 and the second filtering area 04, and between the first filtering area 03 and the fourth filtering area, one end of the linear outflow slot 15 is communicated with the second drain pipe 13, and the other end is communicated with the annular outflow slot 16. The first nutrition pot 17 is communicated with the second filtering area 04, the second nutrition pot 18 is communicated with the dephosphorizing area 05, and the third nutrition pot 19 is communicated with the denitrification area 07. In terms of specific dimensions, along the side wall of the water collection tank 01, the water inlet of the first water discharge pipe 12 is higher than the water inlet of the communicating pipe 14, and the water inlet of the communicating pipe 14 is higher than the water inlet of the water inlet pipe 02; the height of the outer side wall of the annular outflow slot 16 is equal to the height of the inner side wall corresponding to the second filtering area 04 and is larger than the height of the inner side wall corresponding to the third filtering area and the fourth filtering area.
At this time, in practice, when the amount of rain water is small, the rain water enters the water collection tank 01 first, and then flows into the first water distribution ring 09 through the water inlet pipe 02. Since the inner side wall of the first water distribution ring 09 is attached to the first filtering area 03, rainfall flows into the first filtering area 03 uniformly after water distribution through the first water distribution ring 09. Because the first filtering area 03 includes a vegetation area, rainfall is primarily filtered in the first filtering area 03 to filter out large-size impurities such as dead branches, dead leaves, larger suspended particles, and the like. Continuing, as each filtering area forms a circular ring structure, the outer side wall of the second water distribution ring 10 is simultaneously attached to the inner side wall of each filtering area, and the preliminarily filtered rainwater flows into the second filtering area 04, the third filtering area and the fourth filtering area respectively through the second water distribution ring 10. Since the second filtering area 04 comprises a gravel area, rainwater with small-sized impurities is filtered by the second filtering area, and enters the first nutrition tank 17 to be water rich in nitrogen and phosphorus; since the third filtration zone comprises a dephosphorization zone, the stormwater filtered thereby enters the second nutrient tank 18 as nitrogen-enriched water; since the fourth filtration zone comprises a denitrification zone, the rainwater filtered thereby is introduced into the third nutrient tank 19 as phosphorus-rich water. At this time, in practical application, the growth requirements of plants lacking different types of nutrients are satisfied.
In this embodiment, the cross-sectional areas of the second filtering area 04, the third filtering area and the fourth filtering area are all equal; the depth is equal. The size of each nutrient tank is also equal. At this time, the amount of the primarily filtered rainwater entering each filtering area is the same, and the water storage amount stored in the corresponding nutrition pot is increased at the same time, so that the water is fully stored at the same time. So as to meet the requirements of various water storage to the greatest extent at the same time.
In order to smoothly drain the filtered rainwater into each nutrition pot, the bottom of the second filtering area 04 is communicated with the bottom of the first nutrition pot 17, and the bottom of the second filtering area 04 is higher than the bottom of the first nutrition pot 17. The bottom of the dephosphorization zone 05 communicates with the bottom of the second nutrient tank 18, and the bottom of the dephosphorization zone 05 is higher than the bottom of the second nutrient tank 18. The bottom of the denitrification region 07 is communicated with the bottom of the third nutrition pot 19, and the bottom of the denitrification region 07 is higher than the bottom of the third nutrition pot 19.
Meanwhile, since the height of the outer sidewall of the annular outflow groove 16 is equal to the height of the inner sidewall corresponding to the second filtering area 04 and is greater than the height of the inner sidewall corresponding to the third filtering area and the fourth filtering area; therefore, when each nutrition pot is full of water, rainwater passing through the second water distribution ring 10 only enters the third filtering area and the fourth filtering area. And a nitrogen purifying zone 06 is arranged outside the dephosphorizing zone 05 of the third filtering zone; the outer side of the denitrification area 07 of the fourth filtering area is also provided with a phosphorus purifying area 08. Therefore, the rainwater flowing into the annular outflow groove 16 is the rainwater subjected to the simultaneous denitrification and dephosphorization. At this time, the rainwater is continuously discharged through the linear type outlet groove 15 and the second drain pipe 13. Therefore, when each nutrition pot is full, the rainwater can be discharged after the nutrients are thoroughly removed, so that the pollution to water for river channels, municipal administration and the like is avoided.
When the amount of rainwater is large, the water inlet of the communicating pipe 14 is higher than the water inlet of the water inlet pipe 02 due to the side wall along the water collecting tank 01. Therefore, after precipitation enters the water collection tank 01, the excess part is rapidly discharged from the second drain pipe 13 through the communicating pipe 14 while being treated in the above-mentioned process. Avoiding the formation of surface water collection.
And when the amount of rainwater is large, the water inlet of the first drain pipe 12 is higher than the water inlet of the communicating pipe 14 due to the side wall along the sump 01. The precipitation is thus also discharged directly in the sump 01 via the first drain pipe 12 when it is discharged via the second drain pipe 13. So as to relieve the drainage pressure of the second drain pipe 13 and realize ultra-rapid drainage.
In summary, the system described in this embodiment can collect rainwater containing high concentration of nitrogen and phosphorus, rainwater containing phosphorus and rainwater containing nitrogen, so as to be used as fertilizer in practical application. Meanwhile, when different rainfall is achieved, rapid drainage can be independently carried out through different channels, accumulation of surface runoff water is avoided, life and travel of people are facilitated, and adverse effects on plant growth are avoided. Meanwhile, the system of the embodiment also creates a unique-modeling rural landscape environment through the mutual matching of the water collecting part and the water purifying part in structural design, and is more suitable for the construction of beautiful villages.
In order to further achieve uniform water distribution, the water inlet pipe 02 comprises a first water inlet pipe and a second water inlet pipe, and the first filtering area 03 is positioned at one side close to the water collecting tank 01. At this time, one end of the first water inlet pipe and one end of the second water inlet pipe are both communicated with the water collecting tank 01, and the other ends of the first water inlet pipe and the second water inlet pipe are respectively tangent to and communicated with the first water distribution ring 09.
Specifically, the dephosphorization zone 05 and the phosphorus purification zone 08 are filled with aluminum sludge composite filler, and the aluminum sludge composite filler is prepared by firing uniformly mixed aluminum sludge, zeolite and steel slag. The filler contains a large amount of aluminum ions and has a larger specific surface area, so that the adsorption removal of phosphorus can be enhanced; further has good dephosphorization effect.
The denitrification region 07 and the nitrogen purification region 06 are filled with immobilized bacteria and algae fillers, wherein the immobilized bacteria and algae fillers comprise fungus fillers and algae fillers; the fungus filler comprises anaerobic bacteria and aerobic bacteria, and the algae filler comprises chlorella pyrenoidosa powder or/and chlorella microcystis powder. At this time, the immobilized bacteria algae pellets have high biological activity strains, so that the immobilized bacteria algae pellets have high pollutant removal efficiency in the early stage, and the formation and growth of the peripheral filler biological film can be promoted due to the high-efficiency strains, so that the growth time of the biological film is relatively shortened. The high polymer material shell of the immobilized bacteria and algae has stronger water absorption and water permeability, and when the traditional filler is blocked, sewage can still flow out through the immobilized pellets; the immobilized shell limits the bacteria and algae within a certain range, thereby avoiding any growth of biological films and reducing the replacement frequency of the immobilized bacteria and algae filler layer.
In order to avoid that the packing in each filtering zone is mutually penetrated, thereby influencing the filtering effect, the system is provided with a plurality of second barriers 20, and a plurality of through holes are arranged on the second barriers 20. The inter-permeation influence of the stuffing is blocked, and the inter-communication of the filtered water in the third filtering area and the fourth filtering area is ensured. In this embodiment, the second blocking member 20 is also a partition plate. As another specific embodiment, a notch may be provided at the bottom of the partition.
In a specific implementation, the top parts of the first water distribution ring 09 and the second water distribution ring 10 are both in an opening structure so as to be communicated with the external environment; on one hand, the oxygen content in the rainwater is increased, so that the organic matter degradation and ammoniation nitration process of the rainwater are promoted.
In this embodiment, the top of the annular outflow slot 16 is an opening structure to communicate with the external environment, so as to prevent the rainwater from being isolated from the air, thereby breeding mosquitoes and being polluted again. The linear outlet grooves are buried underground, so that rainwater to be discharged is prevented from entering each filtering area again.
To facilitate access to the stored water in each of the nutrition cans, a plurality of suction pipes 21 are provided. The suction pipes 21 are vertically inserted into the first, second and third nutrient tanks 17, 18 and 19 in a one-to-one correspondence.
While the invention has been described with reference to preferred embodiments, it is not intended to be limiting. Those skilled in the art will appreciate that various modifications and adaptations can be made without departing from the spirit and scope of the present invention. Accordingly, the scope of the invention is defined by the appended claims.
Claims (8)
1. The ecological wetland system for rural environment lifting is characterized by comprising a water collecting part, a water purifying part and a water draining part which are mutually matched;
the water collecting part comprises a water collecting tank;
the water purifying part includes: the device comprises a water inlet pipe, a first filtering area, a second filtering area, a third filtering area and a fourth filtering area, and a first water distribution ring, a second water distribution ring and a plurality of first blocking pieces; the first filtering area, the second filtering area, the third filtering area and the fourth filtering area are sequentially and adjacently arranged to form a circular ring structure, the first blocking piece is arranged between any two filtering areas, the inner side wall of the first water distribution ring is arranged in a manner of being attached to the outer side wall of the first filtering area, and the outer side wall of the second water distribution ring is simultaneously and adjacently arranged with the inner side wall of each filtering area; one end of the water inlet pipe is communicated with the water collecting tank, and the other end of the water inlet pipe is communicated with the first water distribution ring; the cross-sectional area of the first filtering area is equal to the sum of the cross-sectional areas of the rest filtering areas, the first filtering area comprises a vegetation area, the second filtering area comprises a gravel area, the third filtering area comprises a dephosphorization area and a nitrogen purification area which are adjacently arranged from inside to outside along the radial direction of the circular ring-shaped structure, and the fourth filtering area comprises a denitrification area and a phosphorus purification area which are adjacently arranged from inside to outside along the radial direction of the circular ring-shaped structure;
the drain portion includes: the device comprises a first drain pipe, a second drain pipe, a communicating pipe, a linear outflow slot, an annular outflow slot, a first nutrition tank, a second nutrition tank and a third nutrition tank; the first drain pipe is vertically inserted into the water collecting tank, the second drain pipe is vertically inserted into the inner side of the second water distribution ring, one end of the communicating pipe is communicated with the water collecting tank, and the other end of the communicating pipe is communicated with the second drain pipe; the inner side wall of the annular outflow slot is simultaneously and oppositely arranged with the outer side walls of the second filtering area, the third filtering area and the fourth filtering area, the linear outflow slot is arranged between the first filtering area and the second filtering area and between the first filtering area and the fourth filtering area, one end of the linear outflow slot is communicated with the second drain pipe, and the other end of the linear outflow slot is communicated with the annular outflow slot; the first nutrition tank is communicated with the second filtering area, the second nutrition tank is communicated with the dephosphorizing area, and the third nutrition tank is communicated with the denitrification area; the water inlet of the first drain pipe is higher than the water inlet of the communicating pipe along the side wall of the water collecting tank, and the water inlet of the communicating pipe is higher than the water inlet of the water inlet pipe; the height of the outer side wall of the annular outflow slot is equal to the height of the inner side wall corresponding to the second filtering area and is larger than the height of the inner side wall corresponding to the third filtering area and the fourth filtering area.
2. The ecological wetland system for lifting rural environments according to claim 1, wherein the water inlet pipe comprises a first water inlet pipe and a second water inlet pipe, and the first filtering area is positioned at one side close to the water collecting tank;
one end of the first water inlet pipe and one end of the second water inlet pipe are communicated with the water collecting tank, and the other ends of the first water inlet pipe and the second water inlet pipe are respectively tangent to and communicated with the first water distribution ring.
3. The ecological wetland system for lifting rural environments according to claim 1, wherein the ecological wetland system comprises a plurality of second blocking pieces, and a plurality of through holes are formed in the second blocking pieces;
the dephosphorization zone and the phosphorus purification zone are filled with aluminum sludge composite filler, and the aluminum sludge composite filler is prepared by firing uniformly mixed aluminum sludge, zeolite and steel slag;
the denitrification area and the nitrogen purification area are filled with immobilized bacteria and algae fillers, wherein the immobilized bacteria and algae fillers comprise fungus fillers and algae fillers; the fungus filler comprises anaerobic bacteria and aerobic bacteria, and the algae filler comprises chlorella pyrenoidosa powder or/and chlorella microcystis powder;
the second blocking piece is arranged between the dephosphorization zone and the nitrogen purification zone, and is also arranged between the denitrification zone and the phosphorus purification zone.
4. The rural environmental lifting ecological wetland system according to claim 1 wherein the cross-sectional areas and depths of said second filtration zone, said third filtration zone, and said fourth filtration zone are all equal; the size of each nutrient tank is also equal.
5. The ecological wetland system for lifting rural environments according to claim 1, wherein the tops of the first water distribution ring and the second water distribution ring are both open structures so as to be communicated with the external environment.
6. The rural environmental lift ecological wetland system according to claim 1 wherein the bottom of said second filtration zone is in communication with the bottom of a first nutrient tank and wherein the bottom of said second filtration zone is higher than the bottom of said first nutrient tank;
the bottom of the dephosphorization zone is communicated with the bottom of the second nutrition tank, and the bottom of the dephosphorization zone is higher than the bottom of the second nutrition tank;
the bottom of the denitrification area is communicated with the bottom of the third nutrition tank, and the bottom of the denitrification area is higher than the bottom of the third nutrition tank.
7. The rural environmental lift ecological wetland system according to claim 1, comprising a plurality of suction pipes;
the suction pipes are vertically inserted into the first nutrition tank, the second nutrition tank and the third nutrition tank in one-to-one correspondence.
8. The rural environmental lift ecological wetland system according to claim 1, wherein said water collection tank has a cylindrical structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202311021388.9A CN116768425B (en) | 2023-08-15 | 2023-08-15 | Ecological wetland system for rural environment lifting |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202311021388.9A CN116768425B (en) | 2023-08-15 | 2023-08-15 | Ecological wetland system for rural environment lifting |
Publications (2)
Publication Number | Publication Date |
---|---|
CN116768425A true CN116768425A (en) | 2023-09-19 |
CN116768425B CN116768425B (en) | 2023-11-03 |
Family
ID=88013684
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202311021388.9A Active CN116768425B (en) | 2023-08-15 | 2023-08-15 | Ecological wetland system for rural environment lifting |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN116768425B (en) |
Citations (21)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH08238496A (en) * | 1995-03-03 | 1996-09-17 | Kurita Water Ind Ltd | Removing device for nitrogen and phosphorus |
JP2942757B1 (en) * | 1998-04-28 | 1999-08-30 | 建設省土木研究所長 | Water purification method using wetland |
US20060049103A1 (en) * | 2004-09-09 | 2006-03-09 | Reid Terence K | Phased activated sludge system |
WO2010115319A1 (en) * | 2009-04-09 | 2010-10-14 | 北京汉青天朗水处理科技有限公司 | Sewage treatment process and system |
CN102531282A (en) * | 2011-12-28 | 2012-07-04 | 华北水利水电学院 | Device and method for quality-based rainwater collection, treatment and utilization |
AU2013201860A1 (en) * | 2002-12-31 | 2013-04-11 | Medora Environmental, Inc | Water circulation systems for ponds, lakes, and other bodies of water |
US20140262999A1 (en) * | 2013-03-15 | 2014-09-18 | Chongqing University | Reactor for sewage treatment |
CN204661499U (en) * | 2015-04-30 | 2015-09-23 | 江苏大学 | A kind of denitrogenation dephosphorizing effluent treatment plant |
CN105271520A (en) * | 2015-09-16 | 2016-01-27 | 徐雪祥 | Annular biological aerated filter and application thereof |
CN205313193U (en) * | 2015-09-06 | 2016-06-15 | 南京大学 | System for purifying micro -polluted water flowing to reservoirs (lakes) and repairing ecological wetlands |
CN107089726A (en) * | 2017-06-15 | 2017-08-25 | 盐城工学院 | A kind of waste water treatment reactor and the process for handling waste water |
CN108217959A (en) * | 2018-01-24 | 2018-06-29 | 桑德生态科技有限公司 | For the intensified denitrification and dephosphorization artificial wet land system of low carbon-nitrogen ratio sewage processing |
CN109179716A (en) * | 2018-10-11 | 2019-01-11 | 嘉兴永森建设有限公司 | A kind of sewage disposal system |
WO2019114742A1 (en) * | 2017-12-13 | 2019-06-20 | 中国环境科学研究院 | Method and device for preventing and controlling pollutants in basin water resource utilization |
DE212021000106U1 (en) * | 2021-06-24 | 2021-09-01 | Guizhou University | Oxidation ditch device for integrated double circulation of municipal wastewater |
WO2021174722A1 (en) * | 2020-03-04 | 2021-09-10 | 湖南恒凯环保科技投资有限公司 | Regulation, storage, and purification system and method for controlling rain and sewage confluence and overflow pollution |
CN214218485U (en) * | 2020-12-17 | 2021-09-17 | 奉光莉 | Rural domestic sewage negative pressure divides matter to collect handles and utilizes system |
WO2021238640A1 (en) * | 2020-05-29 | 2021-12-02 | 山东大学 | Immobilized laccase enhanced constructed wetland system |
CN217202251U (en) * | 2021-12-28 | 2022-08-16 | 安徽新宇环保科技股份有限公司 | Courtyard type modular rural domestic sewage treatment device |
CN115367883A (en) * | 2022-08-12 | 2022-11-22 | 武汉大学 | Sewage intercepting system of baffling type ecological ditch |
CN218403853U (en) * | 2022-12-15 | 2023-01-31 | 四川省生态环境科学研究院 | Domestic sewage stage treatment device |
-
2023
- 2023-08-15 CN CN202311021388.9A patent/CN116768425B/en active Active
Patent Citations (21)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH08238496A (en) * | 1995-03-03 | 1996-09-17 | Kurita Water Ind Ltd | Removing device for nitrogen and phosphorus |
JP2942757B1 (en) * | 1998-04-28 | 1999-08-30 | 建設省土木研究所長 | Water purification method using wetland |
AU2013201860A1 (en) * | 2002-12-31 | 2013-04-11 | Medora Environmental, Inc | Water circulation systems for ponds, lakes, and other bodies of water |
US20060049103A1 (en) * | 2004-09-09 | 2006-03-09 | Reid Terence K | Phased activated sludge system |
WO2010115319A1 (en) * | 2009-04-09 | 2010-10-14 | 北京汉青天朗水处理科技有限公司 | Sewage treatment process and system |
CN102531282A (en) * | 2011-12-28 | 2012-07-04 | 华北水利水电学院 | Device and method for quality-based rainwater collection, treatment and utilization |
US20140262999A1 (en) * | 2013-03-15 | 2014-09-18 | Chongqing University | Reactor for sewage treatment |
CN204661499U (en) * | 2015-04-30 | 2015-09-23 | 江苏大学 | A kind of denitrogenation dephosphorizing effluent treatment plant |
CN205313193U (en) * | 2015-09-06 | 2016-06-15 | 南京大学 | System for purifying micro -polluted water flowing to reservoirs (lakes) and repairing ecological wetlands |
CN105271520A (en) * | 2015-09-16 | 2016-01-27 | 徐雪祥 | Annular biological aerated filter and application thereof |
CN107089726A (en) * | 2017-06-15 | 2017-08-25 | 盐城工学院 | A kind of waste water treatment reactor and the process for handling waste water |
WO2019114742A1 (en) * | 2017-12-13 | 2019-06-20 | 中国环境科学研究院 | Method and device for preventing and controlling pollutants in basin water resource utilization |
CN108217959A (en) * | 2018-01-24 | 2018-06-29 | 桑德生态科技有限公司 | For the intensified denitrification and dephosphorization artificial wet land system of low carbon-nitrogen ratio sewage processing |
CN109179716A (en) * | 2018-10-11 | 2019-01-11 | 嘉兴永森建设有限公司 | A kind of sewage disposal system |
WO2021174722A1 (en) * | 2020-03-04 | 2021-09-10 | 湖南恒凯环保科技投资有限公司 | Regulation, storage, and purification system and method for controlling rain and sewage confluence and overflow pollution |
WO2021238640A1 (en) * | 2020-05-29 | 2021-12-02 | 山东大学 | Immobilized laccase enhanced constructed wetland system |
CN214218485U (en) * | 2020-12-17 | 2021-09-17 | 奉光莉 | Rural domestic sewage negative pressure divides matter to collect handles and utilizes system |
DE212021000106U1 (en) * | 2021-06-24 | 2021-09-01 | Guizhou University | Oxidation ditch device for integrated double circulation of municipal wastewater |
CN217202251U (en) * | 2021-12-28 | 2022-08-16 | 安徽新宇环保科技股份有限公司 | Courtyard type modular rural domestic sewage treatment device |
CN115367883A (en) * | 2022-08-12 | 2022-11-22 | 武汉大学 | Sewage intercepting system of baffling type ecological ditch |
CN218403853U (en) * | 2022-12-15 | 2023-01-31 | 四川省生态环境科学研究院 | Domestic sewage stage treatment device |
Non-Patent Citations (4)
Title |
---|
张宝军;高将;袁涛;吕玉建;: "山坡地貌校园雨污废水资源化利用分析", 江苏建筑职业技术学院学报, no. 02 * |
曾军;吕涛;: "基于物联网的雨水收集系统优化问题探析", 物联网技术, no. 12 * |
李海明;: "农村生活污水分散式处理系统与实用技术研究", 环境科学与技术, no. 09 * |
邹启贤, 张金松, 曲志军: "深圳市三家污水处理厂的除磷脱氮工艺设计", 中国给水排水, no. 06 * |
Also Published As
Publication number | Publication date |
---|---|
CN116768425B (en) | 2023-11-03 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN106830506A (en) | A kind of intensified denitrification and dephosphorization biology delaying basin for being applied to sponge urban construction | |
CN205189098U (en) | A rainwater garden for building district | |
CN203269659U (en) | High-efficiency nitrogen removal three-stage composite constructed wetland | |
CN104787963B (en) | A kind of for waste water control from oxygenation bacteria bed | |
CN102491594A (en) | Multifunctional stereo comprehensive treatment and recycling system for urban sewage | |
CN115818905B (en) | Rural sewage treatment system of low carbon reoxygenation | |
CN207552116U (en) | Strengthen the multistage Rain Garden of runoff pollution removal in a kind of sponge city | |
CN108821510A (en) | A kind of sponge wet land system | |
CN103011513A (en) | Bacteria filter for urban rainwater collecting | |
CN112544275B (en) | Multifunctional ecological tree pool | |
CN102690013A (en) | Vertical ecological greenhouse technology for decentralized domestic wastewater treatment and resource recovery | |
CN202148222U (en) | Processing device for denitrification and phosphorous removal of high-load reciprocating type undercurrent artificial wetland | |
CN113979603A (en) | Filling replaceable double-layer planting sleeve water-activating type modular constructed wetland device | |
CN203048734U (en) | Urban rainwater collecting ecological filter | |
CN116768425B (en) | Ecological wetland system for rural environment lifting | |
CN208166682U (en) | Multi-stage ecological artificial swamp for sewage disposal system | |
CN209872675U (en) | Rural small-size domestic sewage is collected, is handled, retrieval and utilization integration system | |
CN1272261C (en) | Integrated sewage treating apparatus combining biological fitler tower and underground percolation | |
CN100491275C (en) | Circulated backfilling and artificial wetland combined leachate processing method and its facility | |
CN202016932U (en) | Biological strengthened amphibious plant filter system capable of treating rural domestic sewage | |
CN105060658B (en) | Multistage combined ecological filter for treating domestic wastewater of villages and towns | |
CN107759015A (en) | Sponge city multistage Rain Garden strengthens the method and structure that runoff pollution removes | |
CN210176686U (en) | Integrated sewage and wastewater treatment tank | |
CN209853830U (en) | Comprehensive facultative pond for efficiently treating rural sewage | |
CN209226772U (en) | The polynary rural sewage treatment system of landscape |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |