CN205035137U - Point source sewage treatment plant - Google Patents
Point source sewage treatment plant Download PDFInfo
- Publication number
- CN205035137U CN205035137U CN201520678654.XU CN201520678654U CN205035137U CN 205035137 U CN205035137 U CN 205035137U CN 201520678654 U CN201520678654 U CN 201520678654U CN 205035137 U CN205035137 U CN 205035137U
- Authority
- CN
- China
- Prior art keywords
- water tank
- point source
- described water
- waste disposal
- disposal plant
- 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.)
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- 239000010865 sewage Substances 0.000 title abstract description 18
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 106
- 238000001914 filtration Methods 0.000 claims description 25
- 239000002699 waste material Substances 0.000 claims description 23
- 239000000945 filler Substances 0.000 claims description 18
- 238000007667 floating Methods 0.000 claims description 15
- 230000000630 rising effect Effects 0.000 claims description 10
- 239000004744 fabric Substances 0.000 claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 229920000742 Cotton Polymers 0.000 claims description 5
- 239000004033 plastic Substances 0.000 claims description 4
- 238000005273 aeration Methods 0.000 abstract description 6
- 239000002245 particle Substances 0.000 abstract description 6
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 abstract description 4
- 229910052698 phosphorus Inorganic materials 0.000 abstract description 4
- 239000011574 phosphorus Substances 0.000 abstract description 4
- 239000000126 substance Substances 0.000 abstract description 4
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 abstract description 2
- 241000196324 Embryophyta Species 0.000 description 15
- 238000000034 method Methods 0.000 description 11
- 239000000463 material Substances 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 5
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000009408 flooring Methods 0.000 description 4
- 230000007613 environmental effect Effects 0.000 description 3
- 239000011152 fibreglass Substances 0.000 description 3
- 238000010521 absorption reaction Methods 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 230000000813 microbial effect Effects 0.000 description 2
- 244000005700 microbiome Species 0.000 description 2
- 229910052757 nitrogen Inorganic materials 0.000 description 2
- 238000001179 sorption measurement Methods 0.000 description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model provides a point source sewage treatment plant, including a water tank, the water tank setting in aqueous, the floatability in aqueous, the water tank the inside aeration equipment that is equipped with pack with biochemical, be equipped with inlet tube and outlet pipe on the water tank. The utility model discloses simple structure, low cost, organic substance such as COD in can not only disposing of sewage, ammonia nitrogen, phosphorus to get rid of the suspended particles in the quality of water more effectively through setting up filter equipment.
Description
Technical field
The utility model relates to environmental engineering water-treatment technology field, particularly relates to a kind of point source waste disposal plant for river regulation.
Background technology
Point-source pollution enters river course, and river water quality will be caused to worsen.In order to address this problem, mainly take to cut the dirty mode with building sewage works on land, abatement is polluted and is measured into river.But adopt this way, investment is large, and work difficulty is large, and often relates to the challenges such as removal.
The utility model patent that application number is " CN201320180520 " discloses the buried waste disposal plant of a kind of safety and environmental protection, in this technical scheme, treating pond (1) is embedded in underground, divided by left side to right side in treating pond (1) and be separated with profit just point pond (2), oil is point pond (3) just, oil reservoir (4) and effluent holding reservoir (5), profit just point pond (2) bottom is connected with effluent holding reservoir (5), profit just point pond (2) and effluent holding reservoir (5) connecting passage is provided with strainer (6), profit just point pond (2) and there is subsider (7) at effluent holding reservoir (5) end, effluent holding reservoir (5) side is connected with sump pump (8) by pipeline, profit just point pond (2) upper end and oil just point pond (3) be connected, oil is just connected with oil reservoir (4) point pond (3) upper end, oil reservoir (4) is connected with oil pump (9) by pipeline.Technique scheme mainly solves the large problem of existing waste disposal plant floor space, but still there is following defect: 1, this waste disposal plant must be arranged on land, still can produce occupation of land problem; 2, the casing of waste disposal plant adopts Steel Concrete or steel plate or glass reinforced plastic manufacture usually, expensive, reclaims inconvenience.
Utility model content
The shortcoming of prior art in view of the above, the technical problems to be solved in the utility model is to provide a kind of point source waste disposal plant, this device is placed in river course, simple, with low cost without the need to the land area outside occupying volume, structure, can more effectively purify water.
For achieving the above object, the utility model provides a kind of point source waste disposal plant, comprises a water tank, and described water tank is arranged in water, and described water tank inside is provided with aerating apparatus and biochemical filler, and described water tank is provided with water inlet pipe and rising pipe.
Preferably, described water tank is connected with float tube or kickboard and swims in selection of land in water.
Preferably, be also provided with floating panel in described water tank, described floating panel swims on the end face of water tank.
Preferably, on described floating panel, kind is implanted with waterplant.
Preferably, described biochemical filler is arranged in described water tank by hanging or huddle mode.
Preferably, described biochemical filler is 3 D elastic filler, biochemical cotton or combined stuffing.
Preferably, described water tank is made up of waterproof cloth, plastic colloidal cloth or steel sheet.
Preferably, described water tank swims in water or the bottom of water tank is seated on riverbed
Preferably, described rising pipe is provided with the first filtration unit, and described first filtration unit is positioned at described water tank, or it is outer and connect with described water tank to be positioned at described water tank.
Preferably, described water inlet pipe is provided with the second filtration unit, and described second filtration unit is positioned at described water tank, or it is outer and connect with described water tank to be positioned at described water tank.
Preferably, described second filtration unit is grid.
As mentioned above, the point source waste disposal plant that the utility model relates to, has following beneficial effect: the utility model structure is simple, with low cost, does not take terrestrial space, does not need civil engineering; The organic substances such as the COD in can not only disposing of sewage, ammonia nitrogen, phosphorus, and more effectively remove suspended particle in water quality by arranging filtration unit.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of water tank.
Element numbers explanation
1 floating panel
11 float tubes
2 water tanks
21 water inlet pipes
211 first filtration units
22 rising pipes
23 aeration tubes
3 biochemical fillers
4 second filtration units
5 gauging lines
6 water pumps
Embodiment
By particular specific embodiment, embodiment of the present utility model is described below, person skilled in the art scholar the content disclosed by this specification sheets can understand other advantages of the present utility model and effect easily.
Notice, structure, ratio, size etc. that this specification sheets institute accompanying drawings illustrates, content all only in order to coordinate specification sheets to disclose, understand for person skilled in the art scholar and read, and be not used to limit the enforceable qualifications of the utility model, therefore the not technical essential meaning of tool, the adjustment of the modification of any structure, the change of proportionlity or size, do not affecting under effect that the utility model can produce and the object that can reach, still all should drop on technology contents that the utility model discloses and obtain in the scope that can contain.Simultaneously, quote in this specification sheets as " on ", D score, "left", "right", " centre " etc. term, also only for ease of understanding of describing, and be not used to limit the enforceable scope of the utility model, the change of its relativeness or adjustment, under changing technology contents without essence, when being also considered as the enforceable category of the utility model.
As shown in Figure 1, the utility model point source waste disposal plant comprises a water tank 2, and described water tank 2 is arranged in water, ensures that polluted-water can not overflow described water tank 2.Described water tank 2 can select flexible casing or hard casing, because inside and outside water level is substantially identical, hydraulic pressure is substantially equal, therefore water tank 2 can use the thinner material of wall thickness to make, as adopted flexible casing, the water-proof materials such as flexible waterproof cloth or plastic colloidal cloth can be selected to make, as adopted hard casing, the material such as steel sheet or glass reinforced plastic can be selected to make.Adopt flexible casing, the structure of " floatation type " can be formed, directly point source waste disposal plant is swum in river course, flexibly movement, convenient recovery; Adopt hard casing, the bottom of described water tank 2 is seated on riverbed, forms " flooring " structure, the source of sewage that convenient process is fixing.But no matter be " floatation type " structure or " flooring " structure, the opening part of described water tank 2 all will exceed the gauging line in described river course, guarantees that polluted-water can not overflow described water tank 2.
As shown in Figures 1 and 2, described water tank 2 inside is provided with aerating apparatus 23, and when disposing of sewage, make the sewage in water tank 2 obtain enough dissolved oxygens, described aerating apparatus 23 can be aeration tube, is arranged on the bottom of water tank 2, also can select surface aeration mode.Biochemical filler 3 is provided with in described water tank 2, described biochemical filler 3 is arranged in water tank 2 by the mode such as hanging or huddle, preferably, described biochemical filler 3 is 3 D elastic filler, biochemical cotton or combined stuffing, be evenly distributed in described water tank 2, adopt this biochemical treatment process to dispose of sewage to grow up a large amount of microorganism making the surface attachment of biochemical filler 3, the microbial film forming comparatively stabilization is purified waste water.
As shown in Figure 1, described water tank 2 is provided with water inlet pipe 21 and rising pipe 22, and described rising pipe 22 is provided with the first filtration unit 4.Preferably, described first filtration unit 4 is positioned at described water tank 2, connect with described water tank 2 in the outside that also can be located at described water tank 2, the filtering layer of described filtration unit 4 can be made up of by the filtration medium of suspended particle in filtering water filter cotton or other, and this filtering layer can filter residual suspended particle in the water body after biochemical treatment process process.Described water inlet pipe 21 is provided with the second filtration unit 211, described second filtration unit 211 can be positioned at described water tank 2, connect with described water tank 2 in the outside that also can be located at described water tank 2, described second filtration unit 211 preferably selects grid, can filter the suspended particulate that volume is larger.Preferably, described rising pipe 22 is provided with water pump.
As shown in Figures 1 and 2, water tank 2 is also provided with floating panel 1 above, described floating panel 1 can adopt cultivation technique without soil planting aquatic plants, also can decorative article be set, preferably, described floating panel 1 is in netted, and described waterplant can be fixed on this on the net, and the root of this waterplant is used for cutting down nitrogen, phosphorus and the organic substance in enrichment water body by absorption and sorption.When adopting flexible casing, water tank 2 is connected with float tube 11 or kickboard and swims in water, described floating panel 1 is connected to above float tube 11, described floating panel 1 and described water tank 2 share float tube 11 or kickboard, the material that described float tube 11 or kickboard are less than water by density is made, and can select open tube or foam pipe that buoyancy is larger., because floating panel 1 and water tank 2 are all immersed in water, itself can produce buoyancy, then by the buoyancy of described float tube 11 or kickboard, can ensure that described floating panel 1 and water tank 2 can swim in water.
The point source waste disposal plant that the utility model relates to is specially adapted to process point source sewage, the sewage that such as river and lake perimeter rows stain is discharged in river and lake, the utility model can be swum in the river course water surface or be seated on riverbed during installation, be arranged near sewage draining exit nearby.
During utility model works, by polluted water body by direct current or water pump lifting to water tank 2, utilize biochemical filler 3 and waterplant to process.Particularly when processing point source sewage, directly water inlet pipe 21 can be connected with the sewage draining exit of point source sewage in river course or lake, enter again in river course or lake after utilizing treatment unit of the present utility model that sewage is concentrated purifying treatment, avoid sewage to spread in river course or lake.This technique, also can other techniques such as filtration, precipitation of strengthening subsequent on bio-contact oxidation and ecological purification technical foundation.This technology is not only used for cutting down nitrogen, phosphorus and the organic substance in enrichment water body by the absorption and sorption of plant root, also utilizes to hang to be placed on a large amount of microbes that biochemical filler 3 surface below floating panel 1 formed and to purify.The surface-area that biochemical filler 3 is huge, makes a large amount of microorganisms be able to apposition growth, forming comparatively stable microbial film, by setting rational dissolved oxygen, the residence time, improve the decomposition efficiency to high density pollution thing.Treatment unit of the present utility model can be used alone, also can plural serial stage, after sewage is disposed in a treatment unit, enters next stage treatment unit, or enter in river and lake by rising pipe 22.By arranging filtration unit 4 on rising pipe 22, interception being carried out to the water outlet still containing suspended particle and filters, reducing the content of suspended particle, improving effluent quality transparency.
The utility model can produce following technique effect:
First: the concept introducing " floatation type " and " flooring " in the utility model, directly arranges point source waste disposal plant, save civil engineering costs and do not take terrestrial space in river course; And due to water level inside and outside water tank 2 substantially identical, outer wall not pressurized substantially, when therefore adopting " floatation type " structure, use plastic colloidal cloth or other cheap thin-walled material to make casing, whole apparatus cost is low, convenient mobile, applying flexible, and when selecting " flooring " structure, use the material such as steel sheet or glass reinforced plastic to make casing, tackle specific environmental demand.
Second: the biochemical fillers 3 such as the built-in 3 D elastic filler of water tank 2, biochemical cotton, combined stuffing, bottom arranges aeration tube 23, builds good aeration biochemical condition, and processing efficiency is higher.
In sum, the utility model effectively overcomes various shortcoming of the prior art and tool high industrial utilization.
Above-described embodiment is illustrative principle of the present utility model and effect thereof only, but not for limiting the utility model.Any person skilled in the art scholar all without prejudice under spirit of the present utility model and category, can modify above-described embodiment or changes.Therefore, such as have in art and usually know that the knowledgeable modifies or changes not departing from all equivalences completed under the spirit and technological thought that the utility model discloses, must be contained by claim of the present utility model.
Claims (10)
1. a point source waste disposal plant, comprise a water tank (2), it is characterized in that, described water tank (2) is arranged in water, described water tank (2) inside is provided with aerating apparatus (23) and biochemical filler (3), and described water tank (2) is provided with water inlet pipe (21) and rising pipe (22).
2. point source waste disposal plant according to claim 1, is characterized in that: described water tank (2) is connected with float tube (11) or kickboard and swims in water.
3. point source waste disposal plant according to claim 1, is characterized in that: be also provided with floating panel (1) in described water tank (2), and described floating panel (1) swims on the end face of water tank (2).
4. point source waste disposal plant according to claim 3, is characterized in that: upper kind of described floating panel (1) is implanted with waterplant.
5. point source waste disposal plant according to claim 1, is characterized in that: described biochemical filler (3) is 3 D elastic filler, biochemical cotton or combined stuffing.
6. point source waste disposal plant according to claim 1, is characterized in that: described water tank (2) is made up of waterproof cloth, plastic colloidal cloth or steel sheet.
7. point source waste disposal plant according to claim 1, is characterized in that: described water tank (2) swims in water or the bottom of water tank (2) is seated on riverbed.
8. point source waste disposal plant according to claim 1, it is characterized in that: described rising pipe (22) is provided with the first filtration unit (4), described first filtration unit (4) is positioned at described water tank (2), or is positioned at described water tank (2) and connect with described water tank (2) outward.
9. point source waste disposal plant according to claim 1, it is characterized in that: described water inlet pipe (21) is provided with the second filtration unit (211), described second filtration unit (211) is positioned at described water tank (2), or is positioned at described water tank (2) and connect with described water tank (2) outward.
10. point source waste disposal plant according to claim 9, is characterized in that: described second filtration unit (211) is grid.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520678654.XU CN205035137U (en) | 2015-09-02 | 2015-09-02 | Point source sewage treatment plant |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520678654.XU CN205035137U (en) | 2015-09-02 | 2015-09-02 | Point source sewage treatment plant |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205035137U true CN205035137U (en) | 2016-02-17 |
Family
ID=55294050
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520678654.XU Active CN205035137U (en) | 2015-09-02 | 2015-09-02 | Point source sewage treatment plant |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205035137U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105668950A (en) * | 2015-08-03 | 2016-06-15 | 南京天河水环境科技有限公司 | Floating comprehensive water treatment equipment, water treatment method and backwashing method of equipment |
| CN108928925A (en) * | 2018-07-24 | 2018-12-04 | 烟台市帅恒机械科技有限公司 | A kind of method for cleaning treatment of sewage using the flotation gear for being applied to water pollution processing |
| CN108946959A (en) * | 2018-07-24 | 2018-12-07 | 烟台市帅恒机械科技有限公司 | A kind of flotation gear applied to water pollution processing |
-
2015
- 2015-09-02 CN CN201520678654.XU patent/CN205035137U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105668950A (en) * | 2015-08-03 | 2016-06-15 | 南京天河水环境科技有限公司 | Floating comprehensive water treatment equipment, water treatment method and backwashing method of equipment |
| CN105668950B (en) * | 2015-08-03 | 2018-10-12 | 南京天河水环境科技有限公司 | The back-washing method of floatation type comprehensive water treatment device, method for treating water and the equipment |
| CN108928925A (en) * | 2018-07-24 | 2018-12-04 | 烟台市帅恒机械科技有限公司 | A kind of method for cleaning treatment of sewage using the flotation gear for being applied to water pollution processing |
| CN108946959A (en) * | 2018-07-24 | 2018-12-07 | 烟台市帅恒机械科技有限公司 | A kind of flotation gear applied to water pollution processing |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170616 Address after: 201502, 80 tower, three village, tower town, Shanghai, Jinshan District Patentee after: Shanghai Tongrui Environment Engineering Co., Ltd. Address before: 200433 room 335, No. 10009, National Road, Shanghai, Yangpu District Patentee before: Shanghai Tongrui Environmental Protection SCI & TECH Co., Ltd. |