CN205133236U - Horizontal spiral -flow type domestic sewage purification device - Google Patents
Horizontal spiral -flow type domestic sewage purification device Download PDFInfo
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- CN205133236U CN205133236U CN201520777426.8U CN201520777426U CN205133236U CN 205133236 U CN205133236 U CN 205133236U CN 201520777426 U CN201520777426 U CN 201520777426U CN 205133236 U CN205133236 U CN 205133236U
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- 239000010865 sewage Substances 0.000 title claims abstract description 71
- 238000000746 purification Methods 0.000 title claims abstract description 21
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 56
- 238000004062 sedimentation Methods 0.000 claims abstract 14
- 238000005192 partition Methods 0.000 claims abstract 6
- 238000013461 design Methods 0.000 claims description 8
- 238000005086 pumping Methods 0.000 claims 1
- 239000002893 slag Substances 0.000 claims 1
- 238000001556 precipitation Methods 0.000 description 47
- 229910052760 oxygen Inorganic materials 0.000 description 25
- 239000001301 oxygen Substances 0.000 description 25
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 23
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 18
- 230000000630 rising effect Effects 0.000 description 12
- 238000000034 method Methods 0.000 description 11
- 239000000945 filler Substances 0.000 description 10
- 230000008569 process Effects 0.000 description 10
- 241000196324 Embryophyta Species 0.000 description 9
- 238000004891 communication Methods 0.000 description 7
- 239000003344 environmental pollutant Substances 0.000 description 6
- 244000005700 microbiome Species 0.000 description 6
- 231100000719 pollutant Toxicity 0.000 description 6
- 239000007787 solid Substances 0.000 description 6
- 230000000903 blocking effect Effects 0.000 description 5
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 4
- 238000006243 chemical reaction Methods 0.000 description 4
- 238000000354 decomposition reaction Methods 0.000 description 3
- 238000005457 optimization Methods 0.000 description 3
- 239000002957 persistent organic pollutant Substances 0.000 description 3
- 239000002351 wastewater Substances 0.000 description 3
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000000813 microbial effect Effects 0.000 description 2
- 229910052757 nitrogen Inorganic materials 0.000 description 2
- 229910052698 phosphorus Inorganic materials 0.000 description 2
- 239000011574 phosphorus Substances 0.000 description 2
- 239000002244 precipitate Substances 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000003044 adaptive effect Effects 0.000 description 1
- 238000005273 aeration Methods 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 238000005842 biochemical reaction Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 230000029087 digestion Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000855 fermentation Methods 0.000 description 1
- 230000004151 fermentation Effects 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000002906 microbiologic effect Effects 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000037361 pathway Effects 0.000 description 1
- 238000007670 refining Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
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- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
本实用新型公开了一种横向旋流式生活污水净化装置，包括外部筒体，所述外部筒体内设置有沉淀筒体，沉淀筒体与外部筒体为同心圆结构，外部筒体上设置有进水管和出水管，出水管与外部筒体连通，沉淀筒体和外部筒体之间设置有横向螺旋流隔板，通过设置的横向螺旋流隔板在沉淀筒体和外部筒体之间形成横向螺旋流通道，沉淀筒体内腔形成横向直流通道，沉淀筒体一端与进水管连通，另一端开口与横向螺旋流通道连通。本实用新型通过对装置结构的优化，延长污水在装置中的流动路径，并减少流动死角，使得装置的有效容积率得以提升。
The utility model discloses a horizontal swirl type domestic sewage purification device, which comprises an external cylinder, a sedimentation cylinder is arranged inside the external cylinder, the sedimentation cylinder and the external cylinder are concentric circle structures, and the external cylinder is provided with The water inlet pipe and the water outlet pipe, the water outlet pipe is connected with the external cylinder, and the horizontal spiral flow partition is arranged between the sedimentation cylinder and the external cylinder, and the settling horizontal spiral flow partition is formed between the sedimentation cylinder and the external cylinder. In the horizontal spiral flow channel, the inner cavity of the sedimentation cylinder forms a horizontal direct flow channel, one end of the sedimentation cylinder communicates with the water inlet pipe, and the opening at the other end communicates with the horizontal spiral flow channel. The utility model prolongs the flow path of sewage in the device by optimizing the structure of the device, and reduces the flow dead angle, so that the effective volume ratio of the device can be improved.
Description
Technical field
The utility model relates to a kind of horizontal cyclone formula domestic sewage purification device, is mainly applicable to focusing on of villages and small towns resident living sewage.
Background technology
The sanitary sewage in China rural area is all one of the primary pollution source at water source, rural area all the time, and along with day by day serious environmental problem, China is also increasingly strict to the processing requirements of domestic sewage in rural areas.Current domestic sewage in rural areas mainly contains two kinds of modes, and one is that single household or a small amount of joint household carry out individual curing, and another kind gets up to focus on by wastewater collection in resident settlement.The main device that life in the countryside focuses on develops from three-grid septic tank before.In recent years, Chinese scholar did many research in the efficiency improving centralized processor and practicality, as Chinese patent " CN201510318922 " discloses a kind of intensive device for the treatment of domestic sewage in rural areas and method of construction thereof, publication date is on 08 26th, 2015, this device comprises sewage collection conduits, anaerobic digester system, aerobic digestion tank and ecological purification system, sewage collection conduits one end is connected with resident's water port, the other end is connected with anaerobic digester system, anaerobic digester system comprises three grades of anaerobic digesters, enter sewage aerobic pond and ecological purification system afterwards, this invention not only floor space is less, and cost is lower.And for example Chinese patent " CN201510249823 " provides a kind of domestic sewage in rural areas self-circulation artificial wet land treating system publication date is on 08 05th, 2015, this treatment system comprises fermentation vat, settling tank, filtering basin, wetland and aerating apparatus, and adopt a closed loop operation to manage, this invention can make full use of intrasystem all kinds of resource, provide a kind of denitrogenation dephosphorizing efficiency high, environmental benefit is good, the domestic sewage in rural areas self-circulation artificial wet land treating system that resource utilization is high.
But, existing rural domestic sewage treatment system is still perfect not, is mainly manifested in: (1) part of contaminated water treatment system exists more flow blind angle, and sewage exists short flow phenomenon in systems in which, fact that reduces the useful volume for the treatment of unit, treatment effect is had a greatly reduced quality; (2) when not consuming power aeration; sewage disposal later stage Nitrogen/Phosphorus Removal is mainly by natural reaeration; but natural reaeration speed is slower; and the limited time of sewage and atmosphere; make reoxygenation insufficient; thus affect the effect of later stage denitrogenation, make sewage effluent quality be difficult to reach the requirement of environment protection.
Summary of the invention
The purpose of this utility model is the problems referred to above overcoming prior art existence, provides a kind of horizontal cyclone formula domestic sewage purification device.The utility model, by the optimization to apparatus structure, extends sewage flowing-path in a device, and reduces flow blind angle, the useful volume rate of device is promoted; Effluent stream when the double oxygen/aerobic zone of refining plant, when additionally not adding energy consumption, make drainage flow approach repeatedly with atmosphere, abundant reoxygenation, formation anaerobism-oxygen of holding concurrently-... ..-the plug-flow process that anaerobism-oxygen of holding concurrently repeatedly circulates, improves the nitric efficiency of system, improves effluent quality.
For achieving the above object, the technical solution adopted in the utility model is as follows:
A kind of horizontal cyclone formula domestic sewage purification device, it is characterized in that: comprise outside cylindrical shell, precipitation cylindrical shell is provided with in described outside cylindrical shell, precipitation cylindrical shell and outside cylindrical shell are concentric structure, outside cylindrical shell is provided with water inlet pipe and rising pipe, rising pipe is communicated with outside cylindrical shell, horizontal helical flow dividing plate is provided with between precipitation cylindrical shell and outside cylindrical shell, between precipitation cylindrical shell and outside cylindrical shell, horizontal helical flow passage is formed by the horizontal helical flow dividing plate arranged, precipitation cylinder intracoelomic cavity forms horizontal direct current channel, precipitation cylindrical shell one end is communicated with water inlet pipe, the other end opening and horizontal helical flow channel connection.
Separated by spaces between precipitation cylindrical shell and outside cylindrical shell is 6-12 horizontal cyclone section by described horizontal helical flow dividing plate, and the first half section adjacent with precipitation cylindrical shell opening end is anaerobic zone, and the second half section adjacent with rising pipe is oxygen/aerobic zone of holding concurrently.
Be provided with the water level control height baffle plate for making sewage contact with the air in this district in described double oxygen/aerobic zone, water level control height baffle plate is fixedly installed between adjacent two horizontal helical flow dividing plates.
The eminence of described water level control height baffle plate is positioned at 10-20mm under design water level line.
Described outside cylindrical shell is provided with collecting methane pipe, and collecting methane pipe is communicated with anaerobic zone.
Described outside cylindrical shell is provided with air communication pipe, and air communication pipe is communicated with double oxygen/aerobic zone.
On described outside cylindrical shell, one end arranges water inlet pipe and rising pipe, and the other end is provided with dreg-drawing pipe.
Total useful volume of described outside cylindrical shell is 50-250m
3, internal diameter is 4.0-5.5m, and long is 7-13m.
Described outside cylindrical shell two ends are spherical crown, and spherical crown rise is 1.0-2.5m.
Described precipitation cylindrical shell and outside cylindrical shell are that concentric(al) circles is horizontally disposed or have the inclination angle of 1-3 ° downwards.
Described precipitation cylindrical shell volume is the 20-30% of the total useful volume of outside cylindrical shell, and internal diameter is 2-3m, and length is 6.5-12.5m.
The volume of described anaerobic zone accounts for the 30-40% of total useful volume, and the volume of oxygen/aerobic zone of holding concurrently accounts for the 30-40% of useful volume.
Wet land filler and wetland plant is provided with in described double oxygen/aerobic zone.
Employing the utility model has the advantage of:
One, the utility model is under the condition of not aggrandizement apparatus cubic capacity, the horizontal helical flow passage utilizing horizontal helical flow dividing plate to be formed extends the flowing-path of sewage, and decrease flow blind angle, make effluent stream when device, can fully contact with the microorganism of section each in device and react, improve the utilization ratio of device useful volume, improve the processing efficiency of device.
Two, in the utility model, sewage is when flowing through precipitation cylindrical shell, because the precipitation pathways of solid pollutant is shorter, therefore more solid pollutants will precipitate, in eddy flow process afterwards, sewage carries out flowing frequently in vertical direction, makes solid pollutant more easily be amassed in bottom of device by old under gravity, thus reduce further the concentration of solid pollutant in waste water, water outlet is limpider.
Three, in the utility model, in double oxygen/aerobic zone, by the control of water level control height baffle plate, sewage all will contact with air when flowing through water level control height baffle plate at every turn, carry out reoxygenation process, then inflow device bottom, carry out anaerobic reaction, consume oxygen, after oxygen of so holding concurrently/aerobic processes circulation repeatedly, the removal efficiency of nitrogen and phosphorus of sewage will significantly improve.
Four, in the utility model, the anaerobism of device, filler can be added in oxygen/aerobic region of holding concurrently, also can as required, and aerobic area is reconstructed into whirlwind-type artificial swamp or other treatment process, distributing style is versatile and flexible, and the scope of application is wider.
Five, in the utility model, device capacity utilization is high, and floor space is little, and whole process is without the need to additionaling power, and energy consumption is low, convenient management, and running cost is low.
To sum up, the utility model, under the condition not increasing device cubic capacity, improves the utilization ratio of device useful volume, reduce further the suspended pollution substrate concentration of sewage, and pass through repeatedly reoxygenation, ensure that the oxygen content in subsequent disposal, improve effluent quality.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation
Fig. 2 is a kind of use-pattern schematic diagram of the utility model
Be labeled as in figure: 1, outside cylindrical shell, 2, precipitation cylindrical shell, 3, horizontal helical flow dividing plate, 4, water level control height baffle plate, 5, collecting methane pipe, 6, air communication pipe, 7, dreg-drawing pipe, 8, water inlet pipe, 9, rising pipe, 10, anaerobic zone, 11, double oxygen/aerobic zone, 12, design water level, 13, wetland plant, 14, wet land filler.
Embodiment
embodiment 1
A kind of horizontal cyclone formula domestic sewage purification device, comprise outside cylindrical shell 1, precipitation cylindrical shell 2 is provided with in described outside cylindrical shell 1, precipitation cylindrical shell 2 is concentric structure with outside cylindrical shell 1, outside cylindrical shell 1 is provided with water inlet pipe 8 and rising pipe 9, rising pipe 9 is communicated with outside cylindrical shell 1, horizontal helical flow dividing plate 3 is provided with between precipitation cylindrical shell 2 and outside cylindrical shell 1, between precipitation cylindrical shell 2 and outside cylindrical shell 1, horizontal helical flow passage is formed by the horizontal helical flow dividing plate 3 arranged, precipitation cylindrical shell 2 inner chamber forms horizontal direct current channel, precipitation cylindrical shell 2 one end is communicated with water inlet pipe 8, the other end opening and horizontal helical flow channel connection, and the flow direction in horizontal helical flow passage and direct current channel is contrary.
In the present embodiment, separated by spaces between precipitation cylindrical shell 2 and outside cylindrical shell 1 is 6-12 horizontal cyclone section by described horizontal helical flow dividing plate 3, the first half section adjacent with precipitation cylindrical shell 2 opening end is anaerobic zone 10, and the second half section adjacent with rising pipe 9 is oxygen/aerobic zone 11 of holding concurrently.
In the present embodiment, be provided with the water level control height baffle plate 4 for making sewage contact with the air in this district in described double oxygen/aerobic zone 11, water level control height baffle plate 4 is fixedly installed between adjacent two horizontal helical flow dividing plates.
In the present embodiment, the eminence of described water level control height baffle plate 4 is positioned at 10-20mm under design water level line.
In the present embodiment, described outside cylindrical shell 1 is provided with collecting methane pipe 5, and collecting methane pipe 5 is communicated with anaerobic zone 10.
In the present embodiment, described outside cylindrical shell 1 is provided with air communication pipe 6, and air communication pipe 6 is communicated with double oxygen/aerobic zone 11.
In the present embodiment, on described outside cylindrical shell 1, one end arranges water inlet pipe 8 and rising pipe 9, and the other end is provided with dreg-drawing pipe 7.
In the present embodiment, total useful volume of described outside cylindrical shell 1 is 50-250m
3, internal diameter is 4.0-5.5m, and long is 7-13m.
In the present embodiment, described outside cylindrical shell 1 two ends are spherical crown, and spherical crown rise is 1.0-2.5m.
In the present embodiment, described precipitation cylindrical shell 2 and outside cylindrical shell 1 are horizontally disposed or have the inclination angle of 1-3 ° downwards in concentric(al) circles.
In the present embodiment, described precipitation cylindrical shell 2 volume is the 20-30% of the total useful volume of outside cylindrical shell 1, and internal diameter is 2-3m, and length is 6.5-12.5m.
In the present embodiment, the volume of described anaerobic zone 10 accounts for the 30-40% of total useful volume, and the volume of oxygen/aerobic zone 11 of holding concurrently accounts for the 30-40% of useful volume.
In the present embodiment, in described double oxygen/aerobic zone 11, be provided with wet land filler 14 and wetland plant 13.
Above-mentioned every structural parameter in the utility model, associate mutually, can not arbitrarily change, and when one of them structural parameter changes, other structural parameter also need to do adaptive change.
embodiment 2
As shown in Figure 1, a kind of horizontal cyclone formula domestic sewage purification device, comprise outside cylindrical shell 1, outside cylindrical shell 1 inside arranges precipitation cylindrical shell 2 and horizontal helical flow dividing plate 3, and collecting methane pipe 5, air communication pipe 6, dreg-drawing pipe 7, water inlet pipe 8, rising pipe 9 are also arranged on outside cylindrical shell 1.Inner precipitation cylindrical shell 2 is concentric structure with outside cylindrical shell 1, and one end is connected with water inlet pipe 8, and the other end is opening then.Between precipitation cylindrical shell 2 and outside cylindrical shell 1, arrange horizontal helical flow dividing plate, sewage is after precipitation cylindrical shell 2 precipitates, and under the guide functions of horizontal helical flow dividing plate 3, carry out horizontal helicoidal flow, the latter half of horizontal helical flow dividing plate 3 arranges water level control height baffle plate 4.
The total useful volume of described outside cylindrical shell 1 is 250m
3, in device, dwell time of sewage is 3-7 days, can process the sanitary sewage at 50-120 family, and outside cylindrical shell 1 main body is cylinder shape, and two ends are spherical crown, and cylinder inner diameter is 4.0-5.5m, and long W is that 7-13m is advisable, and two ends spherical crown rise B is preferably 1.0-2.5m.
Described precipitation cylindrical shell 2 is cylinder shape, horizontally disposed in concentric(al) circles with outside cylindrical shell 1, also can have the inclination angle of 1-3 ° downwards, and precipitation cylindrical shell 2 volume is the 20-30% of the total useful volume of outside cylindrical shell 1, and cylinder internal diameter is 2-3m, and length is 6.5-12.5m.
Described horizontal helical flow dividing plate 3 is arranged between precipitation cylindrical shell 2 and outside cylindrical shell 1, and device is divided into 6-12 horizontal cyclone section, the wide L of each eddy flow section is 0.6-2m.
Described horizontal cyclone district first half section is anaerobic zone 10, and this segment body amasss the 30-40% accounting for total useful volume, and arranges collecting methane pipe 5 on outside cylindrical shell 1.
The described horizontal cyclone district second half section is oxygen/aerobic zone 11 of holding concurrently, this segment body amasss the 30-40% accounting for useful volume, outside cylindrical shell 1 arranges air communication pipe 6, and water level control height baffle plate 4 is set between horizontal helical flow dividing plate 3, water level control height baffle plate 4 eminence should be positioned at 10-20mm under design water level line, also this section can be reconstructed into the subsequent disposal means such as the artificial swamp of whirlwind-type.
embodiment 3
A kind of optimization design of the present utility model is, outside cylindrical shell 1 internal diameter is 4.5m, and long is 8m, and two ends spherical crown rise gets 1.2m, and useful volume is about 140m
3, the family sanitary sewage at 100 families can be processed, be concentric structure bottom precipitation cylindrical shell 2 and outside cylindrical shell 1, level gets the inclination angle of 1 ° downwards, precipitation cylindrical shell 2 internal diameter gets 2.4m, length is 7.5m, volume is about 24% of cubic capacity, between inside and outside cylindrical shell, horizontal helical flow dividing plate 3 is set, between dividing plate, width gets 1m, whole eddy flow is divided into 8 sections, and biologic packing material is added in eddy flow district, increase microorganism concn, front 4 sections in eddy flow district are set to anaerobic zone 10, volume is about 38% of cubic capacity, section is below/aerobic zone 11 of holding concurrently, in this section, water level control height baffle plate 4 is set, water level control height baffle plate 4 is at design water level less than 12 10mm.
As shown in schematic diagram 1, first sewage enter precipitation cylindrical shell 2 by water inlet pipe 8, and in precipitation cylindrical shell 2, sewage horizontal flow (as indicated by the dashed arrow in fig. 1), the solid pollutant in sewage is deposited to bottom precipitation cylindrical shell 2.After precipitation cylindrical shell 2, sewage is introduced into the anaerobic zone 10 in horizontal cyclone district, the microorganism that filler adheres to contacts with the pollutent in sewage and carries out biochemical reaction, organic pollutant in degradation of sewage, the biogas produced in anaerobic zone 10 and precipitation cylindrical shell 2 microbial decomposition organic pollutant is collected by collecting methane pipe 5 and is transported to user and utilizes.Sewage enters double/aerobic zone 11 via after the process of anaerobic zone, and this district degrades to the pollutent in water primarily of double oxygen and aerobic microorganism, and carries out the reaction of denitrogenation dephosphorizing, and sewage needs to dissolve sufficient oxygen to complete this bioprocess.This region arranges water level control height baffle plate 4, sewage, in eddy flow process, must be crossed water level control height baffle plate 4 and could flow into next section, because water level control height baffle plate 4 arranges higher, sewage certainly will contact with air when crossing water level control height baffle plate 4, to dissolve more oxygen.Therefore, sewage often enters a section in this district, all has the chance contacted with air fully, carries out natural reaeration, ensure that sewage has enough oxygen to utilize for microorganism in reaction process.Sewage is from rising pipe 9 bleeder behind double/aerobic zone, and the mud of precipitation cylindrical shell 2 and anaerobic zone 10 is extracted out by dreg-drawing pipe 7 after plant running for some time, to avoid blocking.
embodiment 4
A kind of optimization design of the present utility model is, outside cylindrical shell 1 internal diameter is 4m, and long is 7m, and two ends spherical crown rise gets 1m, and total useful volume is about 90m
3the family sanitary sewage at 60 families can be processed, be concentric structure bottom precipitation cylindrical shell 2 and outside cylindrical shell 1, level gets the inclination angle of 2 ° downwards, precipitation cylindrical shell 2 internal diameter gets 2.2m, length is 6.5m, volume is about 28% of total useful volume, arrange horizontal helical flow dividing plate 3 between inside and outside cylindrical shell, between horizontal helical flow dividing plate, width gets 0.8m, whole eddy flow is divided into 8 sections, front 4 sections in eddy flow district are set to anaerobic zone 10, volume is about 36% of total useful volume, afterwards for hold concurrently oxygen/aerobic zone 11, this section construction of adult work wetland (as Fig. 2).
Sewage enters precipitation cylindrical shell 2 by water inlet pipe 8, and in precipitation cylindrical shell 2, sewage horizontal flow (as indicated by the dashed arrow in fig. 1), the solid pollutant in sewage is deposited to bottom precipitation cylindrical shell 2.After precipitation cylindrical shell 2, first sewage enter the anaerobic zone 10 in horizontal cyclone district, microorganism in anaerobic zone 10 and waste water, organic pollution materials in water of decomposition, the biogas produced in anaerobic zone 10 and precipitation cylindrical shell 2 microbial decomposition organic pollutant is collected by collecting methane pipe 5 and is transported to user and utilizes.Sewage enters artificial swamp, the wet land filler 14 of artificial swamp reduces step by step with water (flow) direction particle diameter, the mode that this kind lays filler effectively can prevent blocking, the filler of front end Large stone can intercept oarse-grained pollutent blocking filler gap below, and sewage repeatedly goes up current downflow in this district, plant root and filler can be improved to the absorption of suspended substance in sewage and crown_interception, the blocking probability of artificial swamp is reduced greatly.Meanwhile, because effluent stream is longer through the path of artificial swamp, there is the situation of short stream hardly, therefore without the need to arranging special water distribution system to manual system.What artificial swamp can settle different plants according to sewage disposal needs and water quality situation, to adapt to the requirement of various purification of water quality.Sewage in artificial swamp, through microbiological deterioration, after the multiple treating processess such as wetland plant 13 adsorbs and absorbs, suspended substance precipitation, by rising pipe 9 discharger.The mud of precipitation cylindrical shell 2 and anaerobic zone 10 is extracted out by dreg-drawing pipe 7 after plant running for some time, to avoid blocking.
Obviously; those of ordinary skill in the art is according to grasped technical knowledge and customary means; according to above said content, can also make the various ways not departing from the utility model basic fundamental thought, these pro forma conversion are all within protection domain of the present utility model.
Claims (10)
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| Application Number | Priority Date | Filing Date | Title |
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| CN201520777426.8U CN205133236U (en) | 2015-10-09 | 2015-10-09 | Horizontal spiral -flow type domestic sewage purification device |
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| CN201520777426.8U CN205133236U (en) | 2015-10-09 | 2015-10-09 | Horizontal spiral -flow type domestic sewage purification device |
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| CN205133236U true CN205133236U (en) | 2016-04-06 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105129992A (en) * | 2015-10-09 | 2015-12-09 | 农业部沼气科学研究所 | Transverse-spiral-flow type domestic sewage purifying device |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105129992A (en) * | 2015-10-09 | 2015-12-09 | 农业部沼气科学研究所 | Transverse-spiral-flow type domestic sewage purifying device |
| CN105129992B (en) * | 2015-10-09 | 2017-05-24 | 农业部沼气科学研究所 | Transverse-spiral-flow type domestic sewage purifying device |
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Granted publication date: 20160406 Termination date: 20161009 |