CN108249582B - Urban comprehensive sewage treatment system - Google Patents
Urban comprehensive sewage treatment system Download PDFInfo
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- CN108249582B CN108249582B CN201810259413.XA CN201810259413A CN108249582B CN 108249582 B CN108249582 B CN 108249582B CN 201810259413 A CN201810259413 A CN 201810259413A CN 108249582 B CN108249582 B CN 108249582B
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- 239000010865 sewage Substances 0.000 title claims abstract description 61
- 238000011282 treatment Methods 0.000 title claims abstract description 47
- 238000011221 initial treatment Methods 0.000 claims abstract description 6
- 238000005067 remediation Methods 0.000 claims abstract description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 90
- 238000005273 aeration Methods 0.000 claims description 21
- 239000004568 cement Substances 0.000 claims description 17
- 241000894006 Bacteria Species 0.000 claims description 13
- 238000004891 communication Methods 0.000 claims description 12
- 238000005507 spraying Methods 0.000 claims description 11
- 230000001502 supplementing effect Effects 0.000 claims description 7
- 238000001514 detection method Methods 0.000 claims description 4
- 239000012634 fragment Substances 0.000 claims description 4
- 239000011435 rock Substances 0.000 claims description 4
- 239000004575 stone Substances 0.000 claims description 4
- 230000001546 nitrifying effect Effects 0.000 claims description 3
- 230000000243 photosynthetic effect Effects 0.000 claims description 3
- 238000004378 air conditioning Methods 0.000 claims description 2
- 238000004065 wastewater treatment Methods 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 9
- 239000002689 soil Substances 0.000 description 7
- 239000012528 membrane Substances 0.000 description 3
- 239000007789 gas Substances 0.000 description 2
- 238000000746 purification Methods 0.000 description 2
- 239000007921 spray Substances 0.000 description 2
- 241000233866 Fungi Species 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
- 238000011161 development Methods 0.000 description 1
- 238000010790 dilution Methods 0.000 description 1
- 239000012895 dilution Substances 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 235000015097 nutrients Nutrition 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 235000020681 well water Nutrition 0.000 description 1
- 239000002349 well water Substances 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
- 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
- C02F3/34—Biological treatment of water, waste water, or sewage characterised by the microorganisms used
- C02F3/348—Biological treatment of water, waste water, or sewage characterised by the microorganisms used characterised by the way or the form in which the microorganisms are added or dosed
-
- 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
- C02F2103/007—Contaminated open waterways, rivers, lakes or ponds
Abstract
The invention discloses a municipal integrated sewage treatment system which is used for purifying sewage in a river channel, wherein a bank is arranged at the left part of the river channel, a sewage pipe is arranged in the bank, municipal sewage is discharged from the inside of the sewage pipe to the inside of the river channel from left to right, and the municipal integrated sewage treatment system also comprises a primary treatment unit, a forced treatment unit and a remediation unit. The urban comprehensive sewage treatment system comprehensively adopts various sewage treatment modes, and the various modes are organically matched, so that a better comprehensive treatment effect can be achieved. Meanwhile, the multiple treatment modes do not run simultaneously, but are intermittently or intensively started according to the situation, so that the pertinence is high, the energy is saved, and the large loss is avoided.
Description
Technical Field
The invention relates to the technical field of sewage treatment, in particular to a city comprehensive sewage treatment system.
Background
With the development of industrialization and urbanization, urban sewage is increasing. Domestic sewage from a plurality of cities is discharged into rivers in the cities, so that the rivers are polluted. However, the common mode of treating sewage in the river channel often has unsatisfactory effect and wastes more energy and resources.
Disclosure of Invention
The invention aims to provide a municipal integrated sewage treatment system which has the characteristics of better treatment effect and energy conservation.
The technical scheme adopted by the invention is as follows: the urban comprehensive sewage treatment system is used for purifying sewage in a river course, the left part of the river course is provided with a embankment, a sewage pipe is arranged in the embankment, the urban sewage is discharged into the river course from left to right in the sewage pipe,
the urban comprehensive sewage treatment system also comprises a primary treatment unit, a forced treatment unit and a remedy unit;
wherein:
the primary treatment unit is sequentially provided with a water ramp, a first temporary storage channel, a communication channel and a second temporary storage channel from left to right; the water ramp is high and low on the left, a mixed layer formed by mixing a plain soil layer, yellow mud and broken stone and a concrete layer are sequentially paved from top to bottom, a plurality of cement chamfer edges which extend upwards and are protruded above the plain soil layer on the concrete layer are integrally formed, the cement chamfer edges are inclined, the upper edge of the cement chamfer edges are left and the lower edge of the cement chamfer edges are right, an aeration device which is as close to the cement chamfer edges as possible is arranged on the left of the root part of each cement chamfer edge, and first aquatic plants are planted in the plain soil layer; a water spraying pipe is arranged in the first temporary storage channel, a water inlet of the water spraying pipe is positioned at the bottom of the first temporary storage channel, a water spraying port faces upwards, and sprayed water is sprayed to the left part of the water flow ramp, and meanwhile, the water inlet of the water spraying pipe is wrapped through a gauze; the communication channel is communicated with the first temporary storage channel and the second temporary storage channel, a clamping groove is arranged in the communication channel, a frame body capable of being taken out is clamped in the clamping groove, and a biological film is arranged in the frame body; a plurality of bacteria-throwing nozzles are arranged in the second temporary storage canal, the bacteria-throwing nozzles are connected with a bacteria box, photosynthetic bacteria and/or nitrifying bacteria are arranged in the bacteria box, meanwhile, the bacteria-throwing nozzles are provided with a switch, and the switch is controlled by a first detection part positioned in the first temporary storage canal;
the forced treatment unit comprises a plurality of water storage pits with upper openings, a water return pipe is arranged in each water storage pit, a water outlet of each water return pipe is connected to a municipal sewage advanced treatment unit, the water quality after being treated by the municipal sewage advanced treatment unit reaches the A standard of the primary standard of reclaimed water, and meanwhile, a water suction pump is arranged on each water return pipe and is controlled by a second detection part positioned in the second temporary storage canal;
the remediation unit comprises a plurality of water supplementing pumps, the water supplementing pumps are positioned in the deepwater well, and water outlets of the water supplementing pumps are positioned in the river channel;
a kind of electronic device with high-pressure air-conditioning system:
the bottom of the river channel is provided with a silt layer with 200-300 mm, volcanic rock fragments are mixed in the silt layer, and second aquatic plants are planted in the silt layer.
The aeration device comprises an aeration pipe, the aeration pipe is of a double-layer structure and is provided with an inner pipe and an outer pipe, the inner pipe and the outer pipe are both connected with an air source, the pressure of air in the inner pipe is larger than that of air in the outer pipe, an inner hole is formed in the upper portion of the inner pipe, an outer hole is formed in the lower portion of the outer pipe, and the aperture of the outer hole is smaller than that of the inner hole.
Compared with the prior art, the invention has the advantages that: the treatment effect is better, and the energy is saved. The urban comprehensive sewage treatment system comprehensively adopts various sewage treatment modes, and the various modes are organically matched, so that a better comprehensive treatment effect can be achieved. Meanwhile, the multiple treatment modes do not run simultaneously, but are intermittently or intensively started according to the situation, so that the pertinence is high, the energy is saved, and the large loss is avoided.
Drawings
The invention is further illustrated by the following examples in conjunction with the accompanying drawings:
FIG. 1 is a front view of a municipal integrated sewage treatment system according to an embodiment of the invention;
fig. 2 and 3 are enlarged views of a portion a and a portion B of fig. 1, respectively;
fig. 4 is a cross-sectional view (enlarged with respect to fig. 1) of an aeration tube of the aeration device of the present invention.
In the figure:
100. river channel, 110, silt layer, 111, volcanic rock fragments, 112 and second aquatic plants;
200. a bank;
300. a sewage pipe;
410. water ramp, 411, plain soil layer, 4111, first aquatic plant, 412, mixed layer, 413, concrete layer, 4131, cement chamfer, 4132, aeration device, 41321, inner tube, 413211, inner hole, 41322, outer tube, 413221, outer hole, 420, first temporary storage channel, 421, spray pipe, 430, communication channel, 431, clamping groove, 432, frame, 433, biomembrane, 440, second temporary storage channel, 441, bacteria-throwing nozzle;
510. a water pit 511, a water return pipe 5111, a water suction pump 512 and an urban sewage advanced treatment unit;
610. and (5) a water supplementing pump.
Detailed Description
Examples, see fig. 1 to 4: the urban comprehensive sewage treatment system is used for purifying sewage in the river channel 100. The left part of the river 100 has a bank 200, and a sewage pipe 300 is provided in the bank 200, and urban sewage is discharged from the inside of the sewage pipe 300 to the inside of the river 100 from left to right. Obviously, the right part of the river 100 is necessarily provided with a bank, and this embodiment will be described with a bank at the left part only.
Specifically:
the urban comprehensive sewage treatment system also comprises a primary treatment unit, a forced treatment unit and a remediation unit.
The primary processing unit is provided with a water ramp 410, a first temporary storage channel 420, a communication channel 430 and a second temporary storage channel 440 in sequence from left to right. That is, the municipal sewage flowing out of the sewer 300 passes through the water ramp 410, the first temporary storage channel 420, the communication channel 430, and the second temporary storage channel 440 in this order, and then flows into the river 100.
The water ramp 410 is vertically low on the left and right and the left side of the water ramp 410 is connected to the right side of the bank 200. The water ramp 410 is paved with a mixed layer 412 formed by mixing a plain soil layer 411, yellow mud and broken stone and a concrete layer 413 from top to bottom. Wherein the proportion of yellow mud in the mixing layer 412 is preferably higher than the proportion of crushed stone. The concrete layer 413 is integrally formed with a plurality of cement chamfers 4131 extending upward so that the upper ends thereof protrude above the plain soil layer 411. The cement chamfer 4131 may be multi-channel and arranged from left to right. The cement chamfer 4131 is inclined at the upper side to the left and the lower side to the right. An aeration device 4132 is provided to the left of the root of each cement chamfer 4131 as close to that cement chamfer 4131 as possible. Thus, the aeration effect can be improved by times through testing. Meanwhile, the sewage can be primarily purified by each layer of the water slope 410, and the repeated washing and purification of the sewage are equivalent to the cement chamfering 4131. The first aquatic plant 4111 is planted in the plain soil layer 411. The first aquatic plant 4111 may employ a common water-border plant. The root systems of the first aquatic plants 4111 can penetrate into the mixed layer 412, so that the root systems can be well planted, and the root systems can also be used for purifying sewage.
The first temporary storage channel 420 is provided with a water spraying pipe 421. The water inlet of the water spraying pipe 421 is located at the bottom of the first temporary storage channel 420, the water spraying port of the water spraying pipe 421 is upward, and the sprayed water is sprayed to the left part of the water ramp 410. That is, the sewage is replenished with oxygen in the air. Meanwhile, in order to facilitate the removal of impurities, the upper portion of the first temporary storage channel 420 may be covered with a gauze, and the water inlet of the water spray pipe 421 is wrapped by the gauze. Obviously, the spout 421 is provided with a pressurizing pump.
The communication channel 430 communicates the first temporary storage channel 420 with the second temporary storage channel 440. The communication channel 430 is provided with a clamping groove 431, a frame 432 capable of being taken out is clamped in the clamping groove 431, the frame 432 is provided with a biological membrane 433, and the biological membrane 433 can be a common water-permeable ecological membrane. That is, the biofilm 433 purifies water flowing through the communication channel 430 again, and after a while, the biofilm 433 can be conveniently replaced.
The second temporary storage channel 440 is provided with a plurality of bacteria-throwing nozzles 441, and the bacteria-throwing nozzles 441 are connected with a bacteria box (not shown in the figure), and photosynthetic bacteria and/or nitrifying bacteria are arranged in the bacteria box. Meanwhile, the bacteria-feeding nozzle 441 is provided with a switch (not shown) controlled by a first detecting member (not shown) located in the first temporary storage channel 420. That is, the switch is opened to input fungus into the second temporary storage canal 440 for biological purification only when the first detecting means detects that the sewage quality in the first temporary storage canal 420 is still poor and does not reach the set standard. To keep the sewage in the second temporary storage channel 440 for a sufficient time, the second temporary storage channel 440 is at least 2 times as large in volume as the first temporary storage channel 420.
The forced treatment unit includes a number of open-topped sumps 510. That is, the water flowing out of the second temporary storage channel 440 flows into the sump 510. Sump 510 may be cylindrical. A return pipe 511 is provided in the sump 510. The water outlet of the return pipe 511 is connected to an advanced municipal sewage treatment unit 512, and the quality of the water treated by the advanced municipal sewage treatment unit 512 reaches the A standard of the primary standard of reclaimed water. Meanwhile, the water return pipe 511 is provided with a water pump 5111, and the water pump 5111 is controlled by a second detecting component located in the second temporary storage channel 440. That is, if the second detecting means detects that the water quality in the second temporary storage channel 440 meets the requirement, the water in the sump 510 is directly discharged into the river 100; if the second detecting means detects that the water quality in the second temporary storage channel 440 cannot meet the requirement, the water pump 5111 is started, the water in the water storage pit 510 enters the municipal sewage advanced treatment unit 512 for treatment through the water return pipe 511, and the water treated by the municipal sewage advanced treatment unit 512 can directly flow into the river 100. The advanced municipal sewage treatment unit 512 may be a common device, and will not be described herein.
The remediation unit includes a plurality of water replenishment pumps 610, the water replenishment pumps 610 are located in deep wells, and water outlets of the water replenishment pumps 610 are located in the river 100. That is, when the water quality in the river 100 is extremely poor and difficult to treat, clean water can be introduced into the river 100, so that the effect of dilution is achieved, and well water is mixed with sewage at a high cost, but beneficial bacteria, microorganisms, and the like can be added to the sewage, so that the river can be purified again more quickly.
Further, the following is said:
the bottom of the river 100 has a silt layer 110 of 200-300 mm. Volcanic rock fragments 111 are mixed in the silt layer 110, and second aquatic plants 112 are planted in the silt layer 110. The second aquatic plant 112 may employ conventional nutrient and deepwater plants.
Therefore, the urban comprehensive sewage treatment system adopts a mode of combining a plurality of treatment modes, and not all the treatment modes act simultaneously, but are matched with each other selectively, so that the urban comprehensive sewage treatment system not only achieves better sewage treatment capacity, but also saves energy and resources.
Optimizing:
the aeration device 4132 includes an aeration tube. The aeration tube has a double-layer structure so as to have an inner tube 41321 and an outer tube 41322, and both the inner tube 41321 and the outer tube 41322 are connected with an air source. The pressure of the gas in the inner tube 41321 is greater than the pressure of the gas in the outer tube 41322, the upper portion of the inner tube 41321 is provided with an inner hole 413211, the lower portion of the outer tube 41322 is provided with an outer hole 413221, and the aperture of the outer hole 413221 is smaller than the aperture of the inner hole 413211. Thus, in a complex sewage environment, foreign substances are not easy to enter the aeration pipe, and aeration holes including the inner holes 413211 and the outer holes 413221 are not easy to be blocked, so that an excellent aeration effect can be achieved. Compared with a common single-tube type aeration device, the maintenance rate can be reduced by 30%, and the aeration effect is obviously improved.
The foregoing description is only of the preferred embodiments of the present invention and is not intended to limit the scope of the invention, and all equivalent structures or equivalent processes using the descriptions and drawings of the present invention or directly or indirectly applied to other related technical fields are included in the scope of the invention.
Claims (2)
1. Urban comprehensive sewage treatment system for purify the sewage in river course (100), the left portion of this river course (100) has dyke (200), is equipped with sewage pipe (300) in this dyke (200), and urban sewage is from in this sewage pipe (300) from left to right row to in this river course (100), its characterized in that:
the urban comprehensive sewage treatment system also comprises a primary treatment unit, a forced treatment unit and a remedy unit;
wherein:
the primary treatment unit is provided with a water ramp (410), a first temporary storage channel (420), a communication channel (430) and a second temporary storage channel (440) in sequence from left to right; the water ramp (410) is characterized in that a concrete layer (411), a mixed layer (412) formed by mixing yellow mud and broken stone and a concrete layer (413) are sequentially paved on the water ramp (410) from top to bottom, a plurality of cement chamfers (4131) which extend upwards and are protruded above the concrete layer (411) at the upper end are integrally formed on the concrete layer (413), the cement chamfers (4131) are inclined at the left side and the right side, an aeration device (4132) which is as close to the cement chamfers (4131) as possible is arranged at the left side of the root of each cement chamfer (4131), and first aquatic plants (4111) are planted in the concrete layer (411); a water spraying pipe (421) is arranged in the first temporary storage channel (420), a water inlet of the water spraying pipe (421) is positioned at the bottom of the first temporary storage channel (420), water sprayed upwards is sprayed to the left part of the water flow ramp (410), and meanwhile, the water inlet of the water spraying pipe (421) is wrapped through a gauze; the communication channel (430) is communicated with the first temporary storage channel (420) and the second temporary storage channel (440), a clamping groove (431) is arranged in the communication channel (430), a frame body (432) capable of being taken out is clamped in the clamping groove (431), and a biological film (433) is arranged in the frame body (432); a plurality of bacteria-throwing nozzles (441) are arranged in the second temporary storage canal (440), the bacteria-throwing nozzles (441) are connected with a bacteria box, photosynthetic bacteria and/or nitrifying bacteria are arranged in the bacteria box, meanwhile, the bacteria-throwing nozzles (441) are provided with a switch, and the switch is controlled by a first detection part positioned in the first temporary storage canal (420);
the forced treatment unit comprises a plurality of water storage pits (510) with upper openings, a water return pipe (511) is arranged in each water storage pit (510), a water outlet of each water return pipe (511) is connected to a municipal sewage advanced treatment unit (512), the water quality after being treated by each municipal sewage advanced treatment unit (512) reaches the A standard of the primary standard of reclaimed water, meanwhile, a water suction pump (5111) is arranged on each water return pipe (511), and the water suction pump (5111) is controlled by a second detection part positioned in the second temporary storage channel (440);
the remediation unit comprises a plurality of water supplementing pumps (610), wherein the water supplementing pumps (610) are positioned in a deep water well, and water outlets of the water supplementing pumps (610) are positioned in the river channel (100);
a kind of electronic device with high-pressure air-conditioning system:
the bottom of the river channel (100) is provided with a silt layer (110) with 200-300 mm, volcanic rock fragments (111) are mixed in the silt layer (110), and second aquatic plants (112) are planted in the silt layer (110).
2. The municipal integrated wastewater treatment system according to claim 1, wherein: the aeration device (4132) comprises an aeration pipe, the aeration pipe is of a double-layer structure and is provided with an inner pipe (41321) and an outer pipe (41322), the inner pipe (41321) and the outer pipe (41322) are both connected with an air source, the pressure of air in the inner pipe (41321) is larger than that of air in the outer pipe (41322), an inner hole (413211) is formed in the upper portion of the inner pipe (41321), an outer hole (413221) is formed in the lower portion of the outer pipe (41322), and the aperture of the outer hole (413221) is smaller than that of the inner hole (413211).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810259413.XA CN108249582B (en) | 2018-03-27 | 2018-03-27 | Urban comprehensive sewage treatment system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810259413.XA CN108249582B (en) | 2018-03-27 | 2018-03-27 | Urban comprehensive sewage treatment system |
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| Publication Number | Publication Date |
|---|---|
| CN108249582A CN108249582A (en) | 2018-07-06 |
| CN108249582B true CN108249582B (en) | 2023-12-01 |
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| CN201810259413.XA Active CN108249582B (en) | 2018-03-27 | 2018-03-27 | Urban comprehensive sewage treatment system |
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Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1717555A1 (en) * | 1990-02-28 | 1992-03-07 | Зверосовхоз "Воронковский" Производственного Объединения "Ленпушнина" | Device for cleaning sewage |
| CN1241538A (en) * | 1998-07-10 | 2000-01-19 | 李敬生 | Intensified ecological sewage decontaminating method for rivers, channels and ditches |
| KR20050087949A (en) * | 2004-02-27 | 2005-09-01 | 오종민 | Method to improve the quality of water using porous concrete and construction used in the method |
| CN101456598A (en) * | 2007-12-11 | 2009-06-17 | 杨照军 | Urban rainwater purification pipe network |
| CN106396286A (en) * | 2016-11-29 | 2017-02-15 | 中冶华天工程技术有限公司 | Multi-stage ecological water tank and ecological pond combined system |
| CN106430581A (en) * | 2016-10-13 | 2017-02-22 | 华中科技大学 | Aeration type downward-flow constructed wetland wastewater treatment system |
| CN206203984U (en) * | 2016-09-26 | 2017-05-31 | 深圳市铁汉生态环境股份有限公司 | A kind of revetment staged bio-contact oxidation system |
| CN207091112U (en) * | 2017-07-05 | 2018-03-13 | 浙江省环境工程有限公司 | Eutrophication river corridor restoration system |
| CN208182700U (en) * | 2018-03-27 | 2018-12-04 | 宁波伊玛水环境科技有限公司 | Urban comprehensive wastewater processing system |
-
2018
- 2018-03-27 CN CN201810259413.XA patent/CN108249582B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1717555A1 (en) * | 1990-02-28 | 1992-03-07 | Зверосовхоз "Воронковский" Производственного Объединения "Ленпушнина" | Device for cleaning sewage |
| CN1241538A (en) * | 1998-07-10 | 2000-01-19 | 李敬生 | Intensified ecological sewage decontaminating method for rivers, channels and ditches |
| KR20050087949A (en) * | 2004-02-27 | 2005-09-01 | 오종민 | Method to improve the quality of water using porous concrete and construction used in the method |
| CN101456598A (en) * | 2007-12-11 | 2009-06-17 | 杨照军 | Urban rainwater purification pipe network |
| CN206203984U (en) * | 2016-09-26 | 2017-05-31 | 深圳市铁汉生态环境股份有限公司 | A kind of revetment staged bio-contact oxidation system |
| CN106430581A (en) * | 2016-10-13 | 2017-02-22 | 华中科技大学 | Aeration type downward-flow constructed wetland wastewater treatment system |
| CN106396286A (en) * | 2016-11-29 | 2017-02-15 | 中冶华天工程技术有限公司 | Multi-stage ecological water tank and ecological pond combined system |
| CN207091112U (en) * | 2017-07-05 | 2018-03-13 | 浙江省环境工程有限公司 | Eutrophication river corridor restoration system |
| CN208182700U (en) * | 2018-03-27 | 2018-12-04 | 宁波伊玛水环境科技有限公司 | Urban comprehensive wastewater processing system |
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| CN108249582A (en) | 2018-07-06 |
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