CN208617489U - Greenhouse replaces interchangeable artificial swamp - Google Patents
Greenhouse replaces interchangeable artificial swamp Download PDFInfo
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- CN208617489U CN208617489U CN201821190937.XU CN201821190937U CN208617489U CN 208617489 U CN208617489 U CN 208617489U CN 201821190937 U CN201821190937 U CN 201821190937U CN 208617489 U CN208617489 U CN 208617489U
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Abstract
The utility model discloses a kind of greenhouses to replace interchangeable artificial swamp, it includes greenhouse, multiple groups wetland unit is equipped with below the earth's surface inside greenhouse, every group of wetland unit includes pond body, multiple partition groups are equipped in pond body inner vertical, pond body is divided into diversion basin, filter material pond, contact-oxidation pool and receives pond by multiple partition groups.Utility model has the advantages that flowing out water pipe and undercurrent outlet pipe by switching drive, realize the conversion of two kinds of Wetland Types of rainwash and undercurrent, high temperature period, the water outlet of runoff outlet pipe improve the wetland unit water surface, heat absorption heats, low temperature period, the water outlet of undercurrent outlet pipe reduce the wetland unit water surface, implement heat preservation, especially ensure that the efficient utilization of wetland in northern area winter；Using detesting, by the way of aerobic alternate treatment, the treatment efficiency of wetland unit is improved, ensure that the effluent quality for receiving pond；It is equipped with porous dephosphorization filtrate in filter material pond, is not necessarily to dosing dephosphorization, avoids secondary pollution.
Description
Technical field:
The utility model relates to artificial swamps, and in particular to a kind of greenhouse alternating interchangeable artificial swamp.
Background technique:
Artificial swamp is the ecosystem of a synthesis formed by human factor, including soil, artificial dielectric, plant and
Microorganism, using intergrowth of species, substance principle of recycling and regeneration in the ecosystem, structure and orthofunction principle, to sewage, sludge
It is handled.By water flow mode, artificial swamp can be divided into runoff wetland and current wetland two major classes type, and runoff wetland: water exists
It grows in dense aquatic (marsh) vegetation bed and flows, there is table；Current wetland: water was seeped in the form of undercurrent with plant
The porous filter bed of latent layer of object.Constructed Wetland Ecology System has big buffer capacity, high treating effect, simple process, with low investment, fortune
The features such as row expense is low handles sewage using Constructed Wetland Ecology System, and purification efficiency is better than oxidation pond, and running expense is lower than
Conventional sewage treatment plant；In particular, it should be pointed out that the nutrient that wet land system is difficult to remove to sewage treatment plant have compared with
Good clean-up effect.Therefore, artificial swamp be very suitable in, the sewage treatments of samll cities and towns.
The shortcomings that traditional artificial wetland are as follows: 1, north of china in winter very cold, temperature is low, and diameter artificial wetland can freeze can not
It uses, cannot function as the main technique part of sewage disposal device；Current wetland is located at frozen soil layer hereinafter, filtrate is easy by top
The grogs and blocked into the silt of wetland that soil horizon is fallen, and it is not easy dredging dredging；In addition in low temperature season, due to temperature
Low, microbial activity is poor, and contaminant degradation is slow, and water quality is not easy up to standard；2, the filtrate of traditional artificial wetland lacks dephosphorization member
The function of element, there is still a need for chemical agent dephosphorizations for water outlet that treated, generate solid waste, cause the secondary pollution of environment；3, it passes
Artificial swamp of uniting only carries out Anaerobic Treatment by filter material pond to pretreated sewage, and oxidation operation is not thorough, the energy of release
Amount is few, so organic matter conversion rate is slow, to make to be discharged water quality reaching standard, sewage need in filter material pond substantial dwell time, sewage
Treatment effeciency is low.
Utility model content:
The purpose of this utility model is to provide a kind of good sewage processing effect, dephosphorization treatment can be carried out to sewage, and
And the greenhouse alternating interchangeable artificial swamp that low temperature season also can be used.
The utility model is implemented by following technical solution: greenhouse replaces interchangeable artificial swamp comprising greenhouse,
Multiple groups wetland unit is equipped with below earth's surface inside the greenhouse, wetland unit described in every group includes a pond body, in institute
It states and is equipped with multiple partition groups inside pond body vertically from water inlet end to water outlet, each partition group includes the water inlet set gradually
Orifice plate and water outlet orifice plate, the middle part of the water inlet orifice plate are equipped with inlet through hole, and the lower part of the water outlet orifice plate is equipped with water outlet through-hole；
The pond body is divided into multiple sub-tanks by multiple water inlet orifice plates and the water outlet orifice plate, close to the pond body
The sub-tank of influent side is diversion basin, and water inlet pipe is equipped on the side wall on the diversion basin top；Go out close to the pond body
The sub-tank of water side is to receive pond, is alternately successively filter in the diversion basin and the sub-tank received between pond
Material pond and contact-oxidation pool are filled with porous dephosphorization filtrate, the top surface of the porous dephosphorization filtrate and institute in the filter material pond
Stating the distance between pond body top surface is 0.3m-0.4m；Runoff outlet pipe and undercurrent are respectively equipped on the side wall for receiving pond
Outlet pipe, the water outlet of the runoff outlet pipe are higher than the top surface of the porous dephosphorization filtrate, the water outlet of the undercurrent outlet pipe
End is lower than the top surface of the porous dephosphorization filtrate, and the water outlet of the runoff outlet pipe is lower than the water outlet of the water inlet pipe,
Valve is respectively equipped on the runoff outlet pipe and the undercurrent outlet pipe；
It is respectively equipped with load-bearing top cover at the top of the diversion basin, the contact-oxidation pool and the receipts pond, described
Load-bearing top cover is equipped with observation window.
Further, the aperture of the inlet through hole and the water outlet through-hole is 80mm-120mm.
Further, the water inlet orifice plate and the water outlet orifice plate are glass reinforced plastic orifice plate.
Further, the partial size of the porous dephosphorization filtrate is 1cm-3cm.
Further, the porous dephosphorization filtrate is one of slag, clinker, porous calcium carbonate dephosphorization filtrate.
Further, two aeration tubes being disposed in the catalytic oxidation bottom of pond portion, the aeration tube is connected with aeration pump,
It is equipped with elastic filler hanger bracket at the top of the contact-oxidation pool, has several groups bullet in the elastic filler hanger bracket underhung
Property filler, the distance between the elastic filler hanger bracket and the elastic filler bottom end be 1m-1.2m.
Further, the length-width ratio of the filter material pond is (3-4): 1.
The advantages of the utility model: 1, wetland unit is in inside greenhouse, ensure that the temperature of wetland unit, especially
Be avoid in winter wetland unit temperature it is too low, to ensure that the activity of microorganism, contaminant degradation speed is fast, water quality energy
Enough reach discharge standard；And there is no soil horizon above wetland unit, filter material pond blocking is avoided, cleaning is also easy；Wetland list
Member is in conjunction with greenhouse, not only achievable sanitary sewage disposal, but also can carry out agricultural production, improves the utilization rate and work in soil
The utilization rate of journey facility；2, the filtrate in filter material pond uses porous dephosphorization filtrate, receives the water in pond without dosing dephosphorization, avoids adding
Medicine generates solid waste and causes secondary pollution；3, filter material pond and contact-oxidation pool are arranged alternately, using detest, aerobic alternate treatment
Mode, the anaerobic processes of filter material pond can carry out denitrification processing to sewage, and organic in the sewage that further removes and degrade
Object, reduces the organic loading of subsequent aerobic process, subsequent aerobic process can in sewage ammonia nitrogen and undegradable other have
Machine object is further degraded, and aerobic process has also effectively pushed organic matter Anaerobic Treatment process to the degradation of anaerobic metabolism
Progress, significantly improve the treatment efficiency of wetland unit, shorten the processing time of sewage, ensure that the water outlet of sewage treatment
Water quality；4, for different environment temperatures, water pipe water outlet can be flowed out by switching drive and undercurrent outlet pipe is discharged, it is wet to carry out runoff
The conversion on ground and current wetland, in high temperature season, environment temperature is very high, and current wetland ensures that the activity of anaerobic organism,
The water outlet of undercurrent outlet pipe, the water surface are lower than filtrate top surface, can prevent the growth of mosquitos and flies；In the period at noon of low temperature season, environment
Temperature is higher, the water outlet of runoff outlet pipe, and the water above filtrate can fully absorb solar energy, increase water temperature, and aerobic bacteria is detested in raising
Bioactivity enhances treatment effect；In period morning and evening of low temperature season, environment temperature is lower, the water outlet of undercurrent outlet pipe, wetland
After being isolated above unit with waterproof cloth, guarantee water temperature, guarantees anaerobic organism activity, ensure that treatment effect.
Detailed description of the invention:
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is the structural schematic diagram of the utility model.
Diversion basin 1, receipts pond 2, filter material pond 3, contact-oxidation pool 4, greenhouse 5, orifice plate 6 of intaking are discharged orifice plate 7, into
Water pipe 8, aeration tube 9, elastic filler 10, runoff outlet pipe 11, undercurrent outlet pipe 12, load-bearing top cover 13, observation window 14 are porous de-
Phosphorus filtrate 15.
Specific embodiment:
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Embodiment 1:
As shown in Figure 1, greenhouse replaces interchangeable artificial swamp comprising greenhouse 5, the ground inside greenhouse 5
Two groups of wetland units are equipped with below table, every group of wetland unit includes a pond body, is erected inside pond body from water inlet end to water outlet
Directly set there are two partition group, each partition group includes the water inlet orifice plate 6 set gradually and water outlet orifice plate 7, in the present embodiment into
Water hole plate 6 and water outlet orifice plate 7 are glass reinforced plastic orifice plate；The middle part of water inlet orifice plate 6 is equipped with inlet through hole, is discharged the lower part of orifice plate 7
Equipped with water outlet through-hole, the aperture of inlet through hole and water outlet through-hole is 80mm；
Pond body is divided into five sub-tanks by water inlet orifice plate 6 and water outlet orifice plate 7, and the sub-tank close to pond body influent side is point
Pond 1 is equipped with water inlet pipe 8 on the side wall on 1 top of diversion basin；Sub-tank close to pond body water outlet side is to receive pond 2, in Fen Shui
Pond 1 and the sub-tank received between pond 2 are successively alternately filter material pond 3, contact-oxidation pool 4, filter material pond 3；The length-width ratio of filter material pond 3
For 3:1, porous dephosphorization filtrate 15 is filled in filter material pond 3, porous dephosphorization filtrate 15 can be slag, clinker, porous carbonic acid
One of calcium dephosphorization filtrate, the porous dephosphorization filtrate 15 in the present embodiment are porous calcium carbonate dephosphorization filtrate, porous dephosphorization filter
The partial size of material 15 is 1cm, and the distance between top surface and pond body top surface of porous dephosphorization filtrate 15 are 0.3m；In the side for receiving pond 2
Runoff outlet pipe 11 and undercurrent outlet pipe 12 are respectively equipped on wall, the water outlet of runoff outlet pipe 11 is higher than porous dephosphorization filtrate 15
Top surface, the water outlet of undercurrent outlet pipe 12 is lower than the top surface of porous dephosphorization filtrate 15, and the water outlet of runoff outlet pipe 11 is lower than
The water outlet of water inlet pipe 8 is respectively equipped with valve on runoff outlet pipe 11 and undercurrent outlet pipe 12；
Two aeration tubes 9 are disposed in 4 bottom of contact-oxidation pool, aeration tube 9 is connected with aeration pump, in contact-oxidation pool 4
Top is equipped with elastic filler hanger bracket, has several groups elastic filler 10 in elastic filler hanger bracket underhung, elastic filler is outstanding
The distance between hanger and 10 bottom end of elastic filler are 1.2m.
Load-bearing top cover 13, staff or sight are respectively equipped at the top for receiving pond 2, contact-oxidation pool 4 and receipts pond 2
Reward personnel can walk on load-bearing top cover 13, and observation window 14 is equipped on load-bearing top cover 13, can be seen by observation window 14
Examine situation about receiving inside pond 2, contact-oxidation pool 4 and receipts pond 2.
Working principle:
Acidification, the aerobic decomposition in biofilter, precipitating is hydrolyzed by the front-end process equipment of processing system in sewage
Etc. after processes, diversion basin 1 is entered by water inlet pipe 8, is mixed in diversion basin 1, homogeneous, precipitating, prevents dirty impurities in water mistake
Cause system's work-load excessive more, influences treatment effect；Sewage in diversion basin 1 is by water inlet orifice plate 6, from diversion basin 1
Middle part enters filter material pond 3, and the middle part of water inlet orifice plate 6 is equipped with inlet through hole, the water in diversion basin 1 can be made sufficiently to be mixed,
Homogeneous, precipitating enter back into filter material pond 3 after reaching a certain height, the lower part and top of diversion basin 1 do not have through-hole, can prevent point
The floating material in 1 lower part sediment and water face of pond enters filter material pond 3.
Sewage carries out anaerobic digestion in filter material pond 3, physical filtering, chemical dephosphorization absorption, sterilization, heavy metal adsorption waited
Journey, the filtrate in filter material pond 3 use porous dephosphorization filtrate 15, and the water for receiving pond 2 is not necessarily to dosing dephosphorization, and dosing is avoided to generate solid
Waste causes secondary pollution；Then sewage enters contact-oxidation pool 4 by being discharged 7 lower part of orifice plate from filter material pond 3, in catalytic oxidation
Aerobic aeration processing is carried out in pond 4, ammonia nitrogen and organic impurities and sediment, suspended matter is removed, subsequently into next stage filtrate
Pond 3 repeats the processes such as above-mentioned anaerobic digestion, and filter material pond 3 and contact-oxidation pool 4 are arranged alternately, using detest, aerobic alternating
The anaerobic processes of the mode of processing, filter material pond 3 can carry out denitrification processing to sewage, and in the sewage that further removes and degrade
Organic matter, reduces the organic loading of subsequent aerobic process, the aerobic process of contact-oxidation pool 4 can remove ammonia nitrogen in sewage,
Anaerobic bacteria metabolin and other organic matters, significantly improve the treatment efficiency of wetland unit, ensure that the water outlet of sewage treatment
Water quality.After sewage enters receipts pond 2, it is discharged by runoff outlet pipe 11 or undercurrent outlet pipe 12, a part progress green area irrigation,
Manmade landscape, artificial landscape's water and Treated sewage reusing etc., the front-end process equipment that another part flows back into processing system carry out circular treatment.
The difference or environment temperature that runoff outlet pipe 11 and undercurrent outlet pipe 12 can be required according to wastewater treatment effluent quality
Variation switches over.In high temperature season, environment temperature is very high, and current wetland is it is ensured that anaerobic organism is active, undercurrent outlet pipe
12 water outlets, the water surface are lower than filtrate top surface, can prevent the growth of mosquitos and flies；It is very low in low temperature season environment temperature, the period at noon, diameter
Water pipe 11 is flowed out to be discharged, wetland unit becomes runoff wetland, and the water above filtrate can fully absorb solar energy, increase water temperature,
Anaerobic bacteria, aerobic bacteria bioactivity are improved, enhances treatment effect, while planting aquatic plants increasing can be carried out in wetland unit
Add the efficiency of removal pollutant, improves processing effluent quality standard；When wastewater treatment effluent quality is of less demanding or low temperature season
Period morning and evening of section, switching undercurrent outlet pipe 12 are discharged, and runoff wetland becomes current wetland, above wetland unit with waterproof cloth every
From rear, guarantee water temperature, guarantee anaerobic organism activity ensure that treatment effect.Contact-oxidation pool 4 can be according to Various Seasonal, difference
Water quality, the height situation of ammonia nitrogen level carry out the adjustment of starting time, stablize the effluent quality of sewage disposal system.
Wetland unit is in inside greenhouse 5, ensure that the temperature of wetland unit, especially winter avoid wetland list
The temperature of member is too low, to ensure that the activity of microorganism, contaminant degradation speed is fast, and water quality can reach discharge standard；And
And there is no soil horizon above wetland unit, the blocking of filter material pond 3 is avoided, cleaning is also easy；Wetland unit and 5 knot of greenhouse
It closes, not only achievable sanitary sewage disposal, but also agricultural production can be carried out, improve the utilization rate in soil and the utilization of job facilities
Rate.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Within the spirit and principle of utility model, any modification, equivalent replacement, improvement and so on should be included in the utility model
Protection scope within.
Claims (7)
1. greenhouse replaces interchangeable artificial swamp, which is characterized in that it includes greenhouse, the ground inside the greenhouse
Multiple groups wetland unit is equipped with below table, wetland unit described in every group includes a pond body, inside the pond body from water inlet end to
Water outlet is equipped with multiple partition groups vertically, and each partition group includes the water inlet orifice plate set gradually and is discharged orifice plate, described
The middle part of water inlet orifice plate is equipped with inlet through hole, and the lower part of the water outlet orifice plate is equipped with water outlet through-hole；
The pond body is divided into multiple sub-tanks by multiple water inlet orifice plates and the water outlet orifice plate, is intake close to the pond body
The sub-tank of side is diversion basin, and water inlet pipe is equipped on the side wall on the diversion basin top；Close to the pond body water outlet side
The sub-tank be receive pond, the diversion basin and it is described receive pond between the sub-tank successively alternately be filter material pond
And contact-oxidation pool, porous dephosphorization filtrate, the top surface and the pond of the porous dephosphorization filtrate are filled in the filter material pond
The distance between body top surface is 0.3m-0.4m；Runoff outlet pipe and undercurrent water outlet are respectively equipped on the side wall for receiving pond
Pipe, the water outlet of the runoff outlet pipe are higher than the top surface of the porous dephosphorization filtrate, and the water outlet of the undercurrent outlet pipe is low
In the top surface of the porous dephosphorization filtrate, the water outlet of the runoff outlet pipe is lower than the water outlet of the water inlet pipe, described
Valve is respectively equipped on runoff outlet pipe and the undercurrent outlet pipe；
It is respectively equipped with load-bearing top cover at the top of the diversion basin, the contact-oxidation pool and the receipts pond, in the load-bearing
Top cover is equipped with observation window.
2. greenhouse according to claim 1 replaces interchangeable artificial swamp, which is characterized in that the inlet through hole and described
The aperture for being discharged through-hole is 80mm-120mm.
3. according to claim 1 or 2 any greenhouses replace interchangeable artificial swamp, which is characterized in that the inlet opening
Plate and the water outlet orifice plate are glass reinforced plastic orifice plate.
4. greenhouse according to claim 1 replaces interchangeable artificial swamp, which is characterized in that the porous dephosphorization filtrate
Partial size is 1cm-3cm.
5. according to claim 1 or 4 any greenhouses replace interchangeable artificial swamp, which is characterized in that described porous de-
Phosphorus filtrate is one of slag, clinker, porous calcium carbonate dephosphorization filtrate.
6. greenhouse according to claim 1 replaces interchangeable artificial swamp, which is characterized in that in the catalytic oxidation bottom of pond
Portion is disposed with two aeration tubes, and the aeration tube is connected with aeration pump, outstanding equipped with elastic filler at the top of the contact-oxidation pool
Hanger has several groups elastic filler, the elastic filler hanger bracket and the bullet in the elastic filler hanger bracket underhung
Property the distance between filler bottom end be 1m-1.2m.
7. greenhouse according to claim 1 replaces interchangeable artificial swamp, which is characterized in that the length-width ratio of the filter material pond
For (3-4): 1.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821190937.XU CN208617489U (en) | 2018-07-25 | 2018-07-25 | Greenhouse replaces interchangeable artificial swamp |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821190937.XU CN208617489U (en) | 2018-07-25 | 2018-07-25 | Greenhouse replaces interchangeable artificial swamp |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208617489U true CN208617489U (en) | 2019-03-19 |
Family
ID=65707418
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821190937.XU Active CN208617489U (en) | 2018-07-25 | 2018-07-25 | Greenhouse replaces interchangeable artificial swamp |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208617489U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113480108A (en) * | 2021-08-16 | 2021-10-08 | 杭州霖波环保科技有限公司 | Domestic sewage comprehensive treatment system |
-
2018
- 2018-07-25 CN CN201821190937.XU patent/CN208617489U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113480108A (en) * | 2021-08-16 | 2021-10-08 | 杭州霖波环保科技有限公司 | Domestic sewage comprehensive treatment system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200925 Address after: Room 209, 2 / F, building 2, No. 599 Binxing Road, Changhe street, Binjiang District, Hangzhou City, Zhejiang Province Patentee after: Hangzhou LiNbO Environmental Protection Technology Co., Ltd Address before: 014030 Sunshine International Apartment 1-1005-B on the north side of Yucai District, Qingshan District, Baotou City, Inner Mongolia Autonomous Region Patentee before: INNER MONGOLIAN QIBOAIRUI ENVIRONMENTAL PROTECTION AND TECHNOLOGY Co.,Ltd. |
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| TR01 | Transfer of patent right |