CN113666487A - Suspended rotary disk aerator for small river channel and treatment method thereof - Google Patents
Suspended rotary disk aerator for small river channel and treatment method thereof Download PDFInfo
- Publication number
- CN113666487A CN113666487A CN202110843717.2A CN202110843717A CN113666487A CN 113666487 A CN113666487 A CN 113666487A CN 202110843717 A CN202110843717 A CN 202110843717A CN 113666487 A CN113666487 A CN 113666487A
- Authority
- CN
- China
- Prior art keywords
- rotary disk
- aeration
- aerator
- base
- river channel
- Prior art date
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- Pending
Links
- 238000005276 aerator Methods 0.000 title claims abstract description 32
- 238000000034 method Methods 0.000 title claims description 9
- 238000005273 aeration Methods 0.000 claims abstract description 41
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 33
- 238000006213 oxygenation reaction Methods 0.000 claims abstract description 8
- 239000000725 suspension Substances 0.000 claims description 11
- 239000003638 chemical reducing agent Substances 0.000 claims description 8
- 239000007788 liquid Substances 0.000 claims description 7
- 238000002347 injection Methods 0.000 claims description 4
- 239000007924 injection Substances 0.000 claims description 4
- 239000002184 metal Substances 0.000 claims description 4
- 230000003203 everyday effect Effects 0.000 claims description 3
- 238000007654 immersion Methods 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 9
- 239000000758 substrate Substances 0.000 abstract 1
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 5
- 239000001301 oxygen Substances 0.000 description 4
- 229910052760 oxygen Inorganic materials 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000003647 oxidation Effects 0.000 description 2
- 238000007254 oxidation reaction Methods 0.000 description 2
- 239000002957 persistent organic pollutant Substances 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 239000002351 wastewater Substances 0.000 description 2
- 241000195493 Cryptophyta Species 0.000 description 1
- RWSOTUBLDIXVET-UHFFFAOYSA-N Dihydrogen sulfide Chemical compound S RWSOTUBLDIXVET-UHFFFAOYSA-N 0.000 description 1
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 description 1
- 238000009360 aquaculture Methods 0.000 description 1
- 244000144974 aquaculture Species 0.000 description 1
- 230000001580 bacterial effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 239000010840 domestic wastewater Substances 0.000 description 1
- 238000005188 flotation Methods 0.000 description 1
- 229910000037 hydrogen sulfide Inorganic materials 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 239000010842 industrial wastewater Substances 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 230000000050 nutritive effect Effects 0.000 description 1
- 230000001706 oxygenating effect Effects 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 230000029553 photosynthesis Effects 0.000 description 1
- 238000010672 photosynthesis Methods 0.000 description 1
- 230000000243 photosynthetic effect Effects 0.000 description 1
- 239000000049 pigment Substances 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 230000004083 survival effect Effects 0.000 description 1
Images
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
- C02F3/02—Aerobic processes
- C02F3/12—Activated sludge processes
- C02F3/1236—Particular type of activated sludge installations
- C02F3/1257—Oxidation ditches
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F7/00—Aeration of stretches of water
-
- 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
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2203/00—Apparatus and plants for the biological treatment of water, waste water or sewage
- C02F2203/006—Apparatus and plants for the biological treatment of water, waste water or sewage details of construction, e.g. specially adapted seals, modules, connections
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2203/00—Apparatus and plants for the biological treatment of water, waste water or sewage
- C02F2203/008—Mobile apparatus and plants, e.g. mounted on a vehicle
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2303/00—Specific treatment goals
- C02F2303/14—Maintenance of water treatment installations
-
- 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
Abstract
The invention discloses a suspended rotary disk aeration device for a small river channel, wherein a rotary disk aerator is arranged on a suspended base, the rotary disk aerator comprises a rotating shaft, a driving device and rotary disks sleeved on the rotating shaft at intervals, the suspended base is composed of at least one platform-shaped substrate, an aeration area is arranged on the suspended base, the rotary disk is immersed into the river channel from the aeration area, the aeration area stretches across the width direction of the river channel, and the suspended base is in a dam-type interception shape in the river channel. Aiming at small-sized riverways, the integral plug flow is carried out on riverway water bodies, so that the aeration and oxygenation can be effectively carried out, and the mixing and plug flow effects can be realized.
Description
Technical Field
The invention relates to the field of sewage treatment, in particular to an aeration device for a riverway or a water area in which a water body does not flow.
Background
Along with the social development and the dramatic increase of population, the urban industrial wastewater, the domestic wastewater, the rural agricultural non-point source wastewater, the aquaculture wastewater and the like are discharged randomly without being treated, so that the contents of nitrogen, phosphorus, nutritive salt and organic matters in the water body greatly exceed the self-purification capacity of the water body. The degradation of organic matters needs to consume a large amount of dissolved oxygen, which easily causes the water body to form an anoxic-anaerobic environment, and the water body is not completely decomposed to generate volatile organic substances such as ammonia nitrogen, hydrogen sulfide and the like under the environment, thereby further causing the black and odorous phenomenon of the water body. Meanwhile, the strong reduction performance of the water body is not suitable for the survival of aquatic organisms, so that aquatic vegetation is degraded or even died, a small amount of pollution-resistant varieties such as phytoplankton, zooplankton, benthos and the like exist, and the ecological balance of the water environment is seriously damaged.
The reoxygenation of river water mainly has the following forms: (1) oxygen in the atmosphere enters a water body through the exchange action of a gas-liquid interface, the starting speed is higher, then the oxygen is gradually reduced, and finally the balance is achieved; (2) the water plant containing photosynthetic pigment in the water body and the algae perform photosynthesis to generate oxygen; (3) and (5) artificial oxygenation.
However, the treatment effect of the method on the river channel is limited because effective water body circulation flow cannot be formed, if the conventional construction mode is adopted to suck and transfer the sludge of the whole river bed, although the treatment effect is rapid and obvious, at least millions of river channels are needed in each kilometer, the construction cost is high, and in the construction process of the urban river channel, huge potential safety hazards exist, and the life of people is also influenced.
The existing artificial oxygenation mode is generally an aeration pipe or a microporous aerator or a plug flow aerator, generally adopts a fixed installation mode and adopts a sewage treatment oxidation ditch pool in an application scene, and the existing artificial oxygenation mode is not applied to rivers and can not adapt to the requirements of treating organic pollutants in different black and odorous water bodies, and enabling the concentration indexes of the organic pollutants to reach the standard and running stably.
Even if it is popularized and applied in the river course, and set up on suspension device, but it all adopts the mode of water surface local set point to carry out water surface local aeration, can not effectively form the plug flow of whole river course water, the water of whole river course still is in quiescent condition, the aeration of aeration pipe or micropore aerator or plug flow aerator only plays the effect of oxygenating in addition, can't play the effect of mixing, and its plug flow effect is relatively poor, extremely limited to the treatment effect in river course, await further improvement.
Disclosure of Invention
Aiming at the defects of the prior art, the invention provides a suspended rotary disk aerator for a small river channel and a treatment method thereof, wherein the suspended rotary disk aerator is used for the small river channel and can carry out integral plug flow on a river channel water body, effectively aerate and oxygenate and play a role in mixing and plug flow.
In order to realize the purpose of the invention, the following technical scheme is provided: the utility model provides a small-size floated rotary disk aeration machine for river course, includes floated base, its characterized in that rotary disk aeration machine installs on floated base, and rotary disk aeration machine includes the pivot, drive arrangement and interval suit are in the epaxial rotary disk of pivot, and floated base comprises at least one platform form base body, has seted up the aeration zone on the floated base, and in the rotary disk dish is steeped the river course by the aeration zone, the aeration zone spanned on the width direction in river course, floated base was dam formula interception form in the river course.
Preferably, the immersion liquid level water depth of the rotary disc is 300-700 mm.
Preferably, the suspension base is formed by splicing a plurality of buoys.
Preferably, the buoy is a hollow cylinder body, and a water injection hole is formed in the cylinder body.
Preferably, the driving device is a speed reducer and a motor which can rotate forward and backward.
Preferably, a metal frame is additionally arranged between the suspension base and the rotary disk aerator.
Preferably, the plug flow velocity of the rotary disk aerator is more than or equal to 0.3 m/s.
In order to realize the purpose of the invention, the invention provides a small river channel treatment method which is characterized by comprising the following steps:
1) selecting a small river channel with the diameter of 3-50 meters;
2) a suspended rotary disk aerator is arranged at the small diameter section of the small-sized river channel, and the oxygenation efficiency is>2 kg O2H, plug flow velocity of>0.3m/s, wherein the mixed liquid suspended solid concentration (MLSS) of the aeration zone is 2000-6000 mg/L;
the length of the suspension processing device is slightly smaller than the width of a river channel, a dam type structure is formed, and the device is started at a fixed time every day.
The invention has the beneficial effects that: the core invention points of the invention are as follows:
1. adopt floated platform, improve the adaptability to the river course water level, prevent rainwater or arid weather, the river course water level rises or descends the influence to the dish draft to improve equipment operation's stability.
2. The aeration is carried out in the form of the aeration rotary disc, the surface aeration is carried out on the water body through the rotary disc, and the draft is strictly controlled to be more than 300 mm, so that the effective oxygenation, plug flow and mixing are formed, and particularly, the plug flow and mixing effect of the aeration rotary disc has great advantages compared with other aeration equipment.
3. The method adopts a dam type interception mode on the whole river channel water body and forms a mode of integral aeration plug flow in the width direction of the river channel, a group of water channels are arranged at intervals of 6-8 meters, so that the river channel water body integrally flows, when the plug flow velocity of the water body is more than 0.3m/s, the whole river channel forms a shape similar to an oxidation ditch, an aerobic, facultative and anaerobic reaction section is formed, and the growth of bacterial colonies in the river channel is promoted.
4. The modular assembly type structure utilizes the form that a plurality of flotation pontoon spliced each other, can adopt the horizontal concatenation of a plurality of devices to the river course of different width, can set up the multiunit at the interval in river course length direction, really plays the purpose of administering the river course to the investment is little, and it is fast to take effect, is particularly suitable for small-size river course.
Drawings
FIG. 1 is a front view of embodiment 1.
Fig. 2 is a top view of fig. 1.
FIG. 3 is a front view of embodiment 2.
Fig. 4 is a top view of fig. 3.
FIG. 5 is a front view of embodiment 3.
Fig. 6 is a top view of fig. 5.
FIG. 7 is a structural view of embodiment 4.
Detailed Description
Example 1: as shown in fig. 1 and 2, a small-sized suspended rotary disk aerator for river channel comprises a suspended base 1, a rotary disk aerator 2 is installed on the suspended base 1, the length of a suspended base 1 is 6-8 m, the rotary disk aerator 2 comprises a rotating shaft 2.1, a driving device 2.2 and rotary disk disks 2.3 sleeved on the rotating shaft 2.1 at intervals, the suspended base 1 is composed of a platform-shaped base body, an aeration area 1.1 is arranged on the suspended base 1, the rotary disk 2.3 is immersed into the river channel from the aeration area, the aeration area 1.1 spans in the width direction of the river channel, the suspended base 1 is in dam-type interception in the river channel, the immersion liquid level of the rotary disk 2.3 is 300-700mm, the suspended base 1 is formed by splicing a plurality of buoys 1.2, the buoys 1.2 are hollow cylinders, water injection holes are arranged on the cylinders, water injection holes are injected to adjust the draft of the rotary disk 2.3, the driving device 2.2 is a speed reducer and a motor which can rotate forward and backward. The metal frame 3 is additionally arranged between the suspension base 1 and the rotary disk aerator 2, the speed reducer 2.2.1, the motor 2.2.2 and the bearing seat 2.2.3 are fixedly arranged on the metal frame 3, the displacement can be effectively prevented, the balance weight is increased, the balance weight can be adjusted according to the size and the thickness of the rotating shaft 2.1, and the main purpose is to adjust the draft of the rotary disk 2.3, so that effective surface aeration is performed.
The diameter of the rotary disc 2.3 is set to be more than 1.8 meters, so that space can be left for the installation height of the speed reducer and the motor while the draught depth is ensured, the speed reducer and the motor can be lifted as much as possible, water is prevented from entering, and the service life of the rotary disc is prolonged.
Example 2: as shown in fig. 3 and 4, when the width of the river channel is greater than 10 m, two suspension type rotary disk aerators are connected in series, and a set of speed reducer and a set of motor are respectively and independently connected.
Example 3: as shown in fig. 5 and 6, when the width of the river channel is more than 10 meters, the two suspension type rotary disk aerators are connected in series and share a set of speed reducer and motor.
Example 4: as shown in fig. 7, two minor face symmetries of 1 width direction of floated base of floated commentaries on classics butterfly aerator are provided with two at least groups guide ring 4, the extending direction symmetry is administered along river course 10 in both sides of river course and is provided with traction frame 5, be provided with haulage rope 6 on traction frame 5, haulage rope 6 is wire rope, wire rope is hooked and is hung pulley assembly 7, pulley assembly 7 bottom is provided with connecting piece 8, connecting piece 8 is hooked and is hung on guide ring 4 of two minor face symmetries of 1 width direction of floated base of floated commentaries on classics butterfly aerator. Floated change butterfly aeration machine carries out the displacement aeration along haulage rope 6, and 5 both ends of traction frame are provided with stop collar 9, and when guide ring 4 contacted stop collar 9, the limit switch on the guide ring 4 started, and the control motor reverses to realize that floated change butterfly aeration machine administers regional reciprocal circulation aeration in the river course.
Example 5: a small river channel treatment method comprises the following steps:
1. selecting a small river channel with the diameter of 3-50 meters;
2. a suspended rotary disk aerator is arranged at the small diameter section of the small-sized river channel, and the oxygenation efficiency is>2 kg O2H, plug flow velocity of>0.3m/s, wherein the mixed liquid suspended solid concentration (MLSS) of the aeration zone is 2000-6000 mg/L;
3. the length of the suspension treatment device is slightly smaller than the width of a river channel to form a dam type structure, and the aeration is started at fixed time every day.
The suspended rotary disk aerator is provided with a plurality of groups at intervals along the length direction of the river.
Claims (8)
1. The utility model provides a small-size floated rotary disk aeration machine for river course, includes floated base, its characterized in that rotary disk aeration machine installs on floated base, and rotary disk aeration machine includes the pivot, drive arrangement and interval suit in the epaxial rotary butterfly of pivot, and floated base comprises at least one platform form base member, has seted up the aeration zone on the floated base, and in the rotary disk dish was steeped the river course by the aeration zone, the aeration zone spanned on the width direction in river course, floated base was dam formula interception form in the river course.
2. The suspension type rotary disk aerator as claimed in claim 1, wherein the depth of the immersion liquid level of the rotary disk is 300-700 mm.
3. The floating rotary disk aerator as claimed in claim 1, wherein the floating base is formed by splicing a plurality of buoys.
4. The floating rotary disk aerator as claimed in claim 1, wherein the float is a hollow cylinder with water injection holes.
5. The suspended rotary disk aerator as claimed in claim 1, wherein the driving device is a speed reducer and a motor capable of rotating in forward and reverse directions.
6. The floating rotary disk aerator as claimed in claim 1, wherein a metal frame is added between the floating base and the rotary disk aerator.
7. The suspension type rotary disk aerator for small river channels as claimed in claim 1, wherein the plug flow velocity of the rotary disk aerator is not less than 0.3 m/s.
8. A method of treatment of a small river according to any one of claims 1 to 7 including the steps of:
selecting a small river channel with the diameter of 3-50 meters;
a suspended rotary disk aerator is arranged at the small diameter section of the small-sized river channel, and the oxygenation efficiency is>2 kg O2H, plug flow velocity of>0.3m/s, wherein the mixed liquid suspended solid concentration (MLSS) of the aeration zone is 2000-6000 mg/L;
the length of the suspension treatment device is slightly smaller than the width of a river channel to form a dam type structure, and the aeration is started at fixed time every day.
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110843717.2A CN113666487A (en) | 2021-07-26 | 2021-07-26 | Suspended rotary disk aerator for small river channel and treatment method thereof |
| PCT/CN2022/071092 WO2022083800A1 (en) | 2021-07-26 | 2022-01-10 | Suspended rotary disc aerator for small river course and treatment method thereof |
| ZA2022/01932A ZA202201932B (en) | 2021-07-26 | 2022-02-15 | Suspended rotary disc aerator for small river channel and treatment method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110843717.2A CN113666487A (en) | 2021-07-26 | 2021-07-26 | Suspended rotary disk aerator for small river channel and treatment method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113666487A true CN113666487A (en) | 2021-11-19 |
Family
ID=78540168
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110843717.2A Pending CN113666487A (en) | 2021-07-26 | 2021-07-26 | Suspended rotary disk aerator for small river channel and treatment method thereof |
Country Status (3)
| Country | Link |
|---|---|
| CN (1) | CN113666487A (en) |
| WO (1) | WO2022083800A1 (en) |
| ZA (1) | ZA202201932B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114212883A (en) * | 2021-11-25 | 2022-03-22 | 凌志环保股份有限公司 | Arrangement type rotary disk aeration system suitable for river and lake treatment |
| WO2022083800A1 (en) * | 2021-07-26 | 2022-04-28 | 凌志环保股份有限公司 | Suspended rotary disc aerator for small river course and treatment method thereof |
| CN115231718A (en) * | 2022-06-30 | 2022-10-25 | 凌志环保股份有限公司 | Rotary disc aeration system with strong adaptability and using method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4278547A (en) * | 1977-11-04 | 1981-07-14 | Reid John H | Conservation of momentum in a barrier oxidation ditch |
| CN2732731Y (en) * | 2004-10-29 | 2005-10-12 | 河南大学 | Floating type aerator on water |
| CN102583778A (en) * | 2012-03-04 | 2012-07-18 | 北京博汇特环保科技有限公司 | Aeration-forced river channel purification plant |
| CN204529445U (en) * | 2015-04-01 | 2015-08-05 | 廖淑梅 | Two shaft rotary disk aerator |
| CN112250198A (en) * | 2020-10-13 | 2021-01-22 | 南京微米电子产业研究院有限公司 | Movable oxygenation platform for river channel ecological restoration |
| CN216336825U (en) * | 2021-07-26 | 2022-04-19 | 凌志环保股份有限公司 | Floated dish aeration machine is used in small-size river course |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2412898Y (en) * | 2000-04-04 | 2001-01-03 | 宜兴市凌志环保有限公司 | Rotary disk aerator |
| KR101644442B1 (en) * | 2014-11-27 | 2016-08-03 | 효림산업주식회사 | Oxidation ditch rotor aerator being horizontally rotated |
| CN206502721U (en) * | 2017-01-04 | 2017-09-19 | 广州市水之道生态环境修复有限公司 | A kind of lake solar energy aeration purifier |
| CN108585239A (en) * | 2018-07-06 | 2018-09-28 | 邵峰 | A kind of roller type water treatment aeration oxygen-increasing device |
| CN110627210A (en) * | 2019-09-25 | 2019-12-31 | 湖南航天凯天水务有限公司 | Floated black smelly water treatment equipment |
| CN113666487A (en) * | 2021-07-26 | 2021-11-19 | 凌志环保股份有限公司 | Suspended rotary disk aerator for small river channel and treatment method thereof |
-
2021
- 2021-07-26 CN CN202110843717.2A patent/CN113666487A/en active Pending
-
2022
- 2022-01-10 WO PCT/CN2022/071092 patent/WO2022083800A1/en unknown
- 2022-02-15 ZA ZA2022/01932A patent/ZA202201932B/en unknown
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4278547A (en) * | 1977-11-04 | 1981-07-14 | Reid John H | Conservation of momentum in a barrier oxidation ditch |
| CN2732731Y (en) * | 2004-10-29 | 2005-10-12 | 河南大学 | Floating type aerator on water |
| CN102583778A (en) * | 2012-03-04 | 2012-07-18 | 北京博汇特环保科技有限公司 | Aeration-forced river channel purification plant |
| CN204529445U (en) * | 2015-04-01 | 2015-08-05 | 廖淑梅 | Two shaft rotary disk aerator |
| CN112250198A (en) * | 2020-10-13 | 2021-01-22 | 南京微米电子产业研究院有限公司 | Movable oxygenation platform for river channel ecological restoration |
| CN216336825U (en) * | 2021-07-26 | 2022-04-19 | 凌志环保股份有限公司 | Floated dish aeration machine is used in small-size river course |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2022083800A1 (en) * | 2021-07-26 | 2022-04-28 | 凌志环保股份有限公司 | Suspended rotary disc aerator for small river course and treatment method thereof |
| CN114212883A (en) * | 2021-11-25 | 2022-03-22 | 凌志环保股份有限公司 | Arrangement type rotary disk aeration system suitable for river and lake treatment |
| CN115231718A (en) * | 2022-06-30 | 2022-10-25 | 凌志环保股份有限公司 | Rotary disc aeration system with strong adaptability and using method thereof |
| CN115231718B (en) * | 2022-06-30 | 2023-09-05 | 凌志环保股份有限公司 | Rotary disc aeration system with strong adaptability and use method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2022083800A1 (en) | 2022-04-28 |
| ZA202201932B (en) | 2022-06-29 |
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Application publication date: 20211119 |
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