CN112551615B - River course treatment intake pool and integrated sewage treatment system - Google Patents
River course treatment intake pool and integrated sewage treatment system Download PDFInfo
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- CN112551615B CN112551615B CN202011540981.0A CN202011540981A CN112551615B CN 112551615 B CN112551615 B CN 112551615B CN 202011540981 A CN202011540981 A CN 202011540981A CN 112551615 B CN112551615 B CN 112551615B
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- water
- bottom plate
- water inlet
- impeller
- river
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- 239000010865 sewage Substances 0.000 title claims abstract description 66
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 125
- 239000012535 impurity Substances 0.000 claims abstract description 37
- 210000005056 cell body Anatomy 0.000 claims description 8
- 239000011148 porous material Substances 0.000 claims description 2
- 238000005067 remediation Methods 0.000 claims 5
- 239000002351 wastewater Substances 0.000 abstract description 25
- 239000010813 municipal solid waste Substances 0.000 abstract description 8
- 230000006378 damage Effects 0.000 abstract description 3
- 208000034699 Vitreous floaters Diseases 0.000 description 7
- 230000010354 integration Effects 0.000 description 6
- 238000010586 diagram Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000001914 filtration Methods 0.000 description 3
- 238000004065 wastewater treatment Methods 0.000 description 3
- 238000003911 water pollution Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000003020 moisturizing effect Effects 0.000 description 1
- 238000011045 prefiltration Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000009418 renovation Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000001502 supplementing effect Effects 0.000 description 1
- 239000000725 suspension 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
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B15/00—Cleaning or keeping clear the surface of open water; Apparatus therefor
- E02B15/04—Devices for cleaning or keeping clear the surface of open water from oil or like floating materials by separating or removing these materials
- E02B15/10—Devices for removing the material from the surface
-
- 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
- C02F2201/00—Apparatus for treatment of water, waste water or sewage
- C02F2201/002—Construction details of the apparatus
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2201/00—Apparatus for treatment of water, waste water or sewage
- C02F2201/008—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
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Sewage (AREA)
- Cleaning Or Clearing Of The Surface Of Open Water (AREA)
Abstract
The invention belongs to the field of ecological environment protection, in particular to the technical field of river channel treatment, and particularly relates to a river channel treatment water inlet tank. Meanwhile, the integrated sewage treatment system is further provided, river sewage and wastewater subjected to effective impurity removal enters the water inlet tank, the integrated sewage treatment equipment pumps water from the water inlet tank to carry out integrated sewage treatment, the damage of the integrated sewage treatment equipment caused by original suspended impurity garbage of the river sewage and wastewater is avoided, and the continuous and stable treatment of the river sewage and wastewater is ensured.
Description
Technical Field
The invention belongs to the technical field of river treatment, and particularly relates to a river treatment water inlet tank and an integrated sewage treatment system.
Background
Along with the increase of the economy of China and the improvement of the life quality of the national people, the prevention and control state of water pollution becomes increasingly severe, in order to promote the ecological civilization construction of the water environment, the local government increases the environmental protection of the river channel, focuses on the surreptitious discharge and the ecological environment destruction behavior, and remedies the disorder of the river bank, and hopes to avoid the water pollution problem from the source, but in practice, the water pollution source is found to be intricate and complex, and the theory is combined with long-term practical demonstration to fundamentally solve the problem from the source.
Therefore, in order to achieve multiple effective renovation results on the polluted river water body, the rehabilitation treatment means are combined with the control. The treatment means adopted in the method comprises the steps of carrying out dispersed interception on the polluted river, correspondingly arranging a plurality of integrated sewage treatment systems, adapting to the complex river by adopting a dispersed treatment mode, and solving the problems of pipeline drainage difficulty and pressure load of the traditional centralized treatment.
However, the river water body floats a large amount of garbage besides water quality pollution, so that a lot of trouble is brought to water taking of the integrated sewage treatment system, the traditional method is that a grid is arranged at a gate of a water inlet tank (a reservoir) to intercept floating garbage, the selection of the size of the grid is particularly important, the blocking of the gate is quickly caused when the size of the grid is too small, the water inlet tank cannot be supplemented, and a lot of force is needed to control and clear the garbage of the grid; the selection of too large mesh can not effectively block the garbage, especially long-strip garbage (such as cloth strips and plastic strips) easily passes through the grid mesh and then is sucked into the suction pump of the integrated sewage treatment equipment, the influence of the long-strip garbage on the suction pump is often fatal, and people have to stop the suction operation of the integrated sewage treatment equipment and disassemble the pump to solve the problem of blockage, so that the continuous stable treatment of river sewage is difficult to protect. In our practical application, this simple structure of the grid at the gate is not satisfactory in spite of the selected size of the mesh.
Disclosure of Invention
The invention aims at providing a river treatment water inlet tank for river treatment so as to realize pre-impurity removal before river sewage and wastewater treatment.
In order to achieve the above purpose, the present invention adopts the following technical scheme:
the utility model provides a river course is administered intake pool, includes cell body and edulcoration device, and the edulcoration device sets up in the cell body, the edulcoration device is including intaking impeller and receipts miscellaneous subassembly, intake impeller and receipts miscellaneous subassembly set gradually at the cell body gate, intake impeller is by motor drive, it includes bottom plate and pocket to receive miscellaneous subassembly, the sack and the bottom plate one end of pocket are connected, and the other end of bottom plate is close to intaking impeller and downward sloping setting, the bottom plate sinks in the surface of water, and the top of the sack of pocket is not less than the surface of water.
As an improvement of the river treatment water inlet pool, the impurity collecting assembly further comprises two arc-shaped plates, the cross sections of the arc-shaped plates are arc-shaped, the arc-shaped plates are vertically arranged on the bottom plate, the two arc-shaped plates are respectively arranged on two sides of the bottom plate, one side of each arc-shaped plate and one side of the bottom plate form a U-shaped side, the U-shaped side is connected with the bag opening of the net bag, and a water inlet is formed between the opposite sides of the two arc-shaped plates.
As an improvement of the river treatment water inlet pool, the impurity collecting assembly further comprises two guide plates, wherein the guide plates are vertically and respectively arranged at two sides of the bottom plate, the vertical projection of the two guide plates on the bottom plate is in an splayed shape, one end of the splayed shape, which is narrowed towards one end, is close to the water inlet, and the other end of the splayed shape is close to the water inlet impeller.
As an improvement of the river treatment water inlet pool, the number of blades of the water inlet impeller is not less than 3, and at least one blade is higher than the water surface when the water inlet impeller rotates.
As an improvement of the river course treatment water inlet pool, the impurity removing device further comprises a buoyancy tank assembly, wherein the buoyancy tank assembly is fixedly connected with the water inlet impeller and the impurity collecting assembly respectively, and supports the water inlet impeller and the impurity collecting assembly so that the water inlet impeller and the impurity collecting assembly float on the water surface.
As an improvement of the river treatment water inlet pool, the inclined part of the bottom plate is a bottom plate inclined surface, and the inclined angle of the bottom plate inclined surface is 15 to 45 degrees.
As an improvement of the river treatment water inlet pool, the inclined surface is provided with water outlet holes, and the hole width of the water outlet holes is not more than 3cm.
As an improvement of the river treatment water inlet pool, the arc-shaped plate is provided with water outlet holes, and the hole width of the water outlet holes is not more than 3cm.
As an improvement of the river treatment water inlet pool, the mesh aperture of the mesh bag is not more than 2cm.
The invention has the beneficial effects that: the utility model provides a river course is administered inlet tank, including cell body and edulcoration device, edulcoration device sets up in the cell body, the edulcoration device is including intaking impeller and receipts miscellaneous subassembly, to its cooperation of intaking impeller and receipts miscellaneous subassembly, carries out edulcoration treatment to the dirty waste water that the river course got into the inlet tank.
The second object of the invention is to provide an integrated sewage treatment system, which performs impurity removal treatment on river sewage in advance through a river treatment water inlet tank in the system, and then performs integrated treatment on river sewage through integrated sewage treatment equipment in the system, so as to effectively and continuously improve ecological water quality of the river.
In order to achieve the above purpose, the integrated sewage treatment system comprises integrated sewage treatment equipment and the river treatment water inlet tank, wherein the integrated sewage treatment equipment pumps water from the water inlet tank through a water pump and performs integrated sewage treatment on the water in the tank.
The invention has the beneficial effects that: the utility model provides an integration sewage treatment system, including integration sewage treatment device and above-mentioned river course treatment inlet tank, administer the inlet tank through above-mentioned river course and carry out the prefilter to the impurity that floats in the river course sewage water, draw water from the inlet tank by integration sewage treatment device again and carry out integration sewage treatment, avoid the original suspension impurity rubbish of river course sewage water to cause the damage of integration sewage treatment device, guarantee to the continuous stable treatment of river course sewage water.
Drawings
FIG. 1 is a schematic diagram of a river course treatment intake pool.
Fig. 2 is a schematic structural diagram of the impurity removing device.
Fig. 3 is a schematic structural diagram of the impurity collecting component.
Fig. 4 is a schematic structural view of the impurity collecting assembly of fig. 3 lacking a mesh bag portion.
FIG. 5 is a schematic diagram of an integrated wastewater treatment system.
The device comprises a tank body 1, a impurity removing device 2, a water inlet impeller 21, a motor 211, a blade 212, a blade 22, a impurity collecting component 221, a bottom plate 2211, an inclined surface 222, a mesh bag 2221, a pocket opening 223, an arc plate 224, a water inlet 225, a guide plate 226, a water channel 227, a water outlet hole 23, a buoyancy tank component 3, a gate opening 4, an integrated sewage treatment device 41, a water pump 5 and a U-shaped edge.
Detailed Description
The invention and its advantageous effects will be described in further detail below with reference to the detailed description and the accompanying drawings, but the detailed description of the invention is not limited thereto.
Example 1
As shown in fig. 1 to 4, a river course treatment water intake pool comprises a pool body 1 and a impurity removing device 2, wherein a gate 3 of the pool body 1 is communicated with a river course to be treated, the impurity removing device 2 is arranged in the pool body 1, the impurity removing device 2 comprises a water inlet impeller 21 and an impurity collecting component 22, the gate 3 is sequentially arranged in the pool body 1, the water inlet impeller 21 is driven by a motor 211, the impurity collecting component 22 comprises a bottom plate 221 and a mesh bag 222, a bag opening 2221 of the mesh bag 222 is connected with one end of the bottom plate 221, the other end of the bottom plate 221 is close to the water inlet impeller 21 and is obliquely arranged downwards, an inclined part of the bottom plate 221 is a bottom plate inclined surface 2211, the inclined angle of the bottom plate inclined surface 2211 is 15 to 45 degrees, namely, the included angle between the bottom plate inclined surface 2211 and the horizontal plane is 15 to 45 degrees, the bottom plate 221 is submerged in the water surface, and the top of the bag opening 2221 of the mesh bag 222 is not lower than the water surface. The impurity removing device 2 further comprises a buoyancy tank assembly 23, the buoyancy tank assembly 23 is fixedly connected with the water inlet impeller 21 and the impurity collecting assembly 22 respectively, and the buoyancy tank assembly 23 supports the water inlet impeller 21 and the impurity collecting assembly 22 so that the water inlet impeller 21 and the impurity collecting assembly 22 float on the water surface. The water inlet impeller 21 comprises 3 blades 212 which are uniformly distributed around the same axis, and at least one blade 212 is higher than the water surface when the water inlet impeller 21 rotates.
During operation, the motor 211 drives the water inlet impeller 21 arranged at the position of the tank gate 3, and sewage to be treated in the river channel is supplemented to the tank 1 through the lower part of the water inlet impeller 21 under the thrust action of the blades 212 by controlling the rotation direction of the water inlet impeller 21, and as at least one blade 212 is higher than the water surface during rotation of the water inlet impeller 21, floating impurities in the sewage in the river channel are prevented from entering the tank 1 beyond the upper part of the water inlet impeller 21. The sewage and wastewater entering the tank body 1 from the lower part of the water inlet impeller 21 enters the mesh bag 222 along the bottom plate 221 of the impurity collecting assembly 22 by mixing the sewage and wastewater with the floating matters due to the power supplied by the blade paddle 212, and the traditional grid is replaced by the mesh bag 222 to filter the sewage and wastewater in the river, so that the collection volume of the floating matters is increased, and the burden of frequent cleaning of grid blockage by personnel is effectively reduced. And the blade paddles 212 provide power to the dirty wastewater entering the tank body 1 so that the dirty wastewater has enough kinetic energy to be filtered out of the mesh bag 222 quickly, thereby replenishing the tank water quickly.
Preferably, the impurity collecting assembly 22 further includes two arcuate plates 223, the cross section of the arcuate plates 223 is arc-shaped, the arcuate plates 223 are vertically disposed on the bottom plate 221, the arcuate plates 223 are disposed on two sides of the bottom plate 221, one side of each arcuate plate 223 and one side of the bottom plate 221 form a "U" shaped edge 5, the "U" shaped edge 5 is connected with the pocket 2221 of the mesh bag 222, and a water inlet 224 is formed between the opposite sides of the arcuate plates 223. The sewage and wastewater mixed with the floaters enter the water inlet 224 formed between the two arc plates 223 along the bottom plate 221, the space surrounded by the two arc plates 223 and the bag opening 2221 is used for entering the net bag 222, when the floaters of the net bag 222 are collected to a degree, the resistance to the entering sewage and wastewater is gradually increased, the blocked sewage and wastewater can diffuse to two sides and cause part of sewage and wastewater to flow back along the wall surface of the arc plates 223, the arc-shaped arc plates 223 enable the floaters mixed with the floaters to flow back to the water inlet 224 between the two arc plates 223, and then the newly-fed sewage and wastewater are flushed back to the net bag 222, so the circulation is performed, the floaters are effectively locked, the floaters are finally accumulated in the net bag 222, and unified cleaning is arranged after a certain amount of accumulation, so that the labor cost is reduced and the stability of sewage and wastewater treatment operation is ensured.
Preferably, the impurity collecting assembly 22 further includes two guide plates 225, wherein the guide plates 225 are vertically and separately disposed at two sides of the bottom plate 221, the vertical projection of the two guide plates 225 on the bottom plate 221 is in a shape of a "splay" with one end gradually narrowed toward one end, one end narrowed toward the water inlet 224, and the other end is close to the water inlet impeller 21. The guide plates 225 arranged on the two sides of the upper surface of the bottom plate 221 form a gradually narrowed water channel 226 between the water inlet impeller 21 and the direction of the bag opening 2221, sewage and wastewater pushed into the tank body 1 by the water inlet impeller 21 firstly enters one wider end of the water channel 226 formed between the two guide plates 225, the wider end of the water channel 226 effectively covers sewage and wastewater entering the tank body 1 from a river channel and mixed floaters therein, the flow rate of the sewage and wastewater narrowed along with the water channel 226 is also gradually increased, the increased flow rate effectively improves the filtering efficiency of the sewage and wastewater from the net bag 222 on one hand, and the sewage and wastewater flowing back along the wall surface of the arc plate 223 is flushed back to the net bag 222 by the newly-fed sewage and wastewater with the increased flow rate at the water inlet 224 by matching with the arc plate 223.
Preferably, the inclined surface 2211 is provided with water outlet holes 227, and the hole width of the water outlet holes 227 is not more than 3cm. The river sewage and wastewater fed into the tank body 1 by the water inlet impeller 21 firstly contacts the inclined surface 2211 of the bottom plate 221 of the impurity removing device 2, part of the sewage and wastewater is filtered out of the water outlet 227 firstly due to the water outlet 227, so that the water filtering efficiency is improved, and meanwhile, due to the fact that a certain included angle exists between the inclined surface 2211 and the horizontal plane, namely a certain included angle is formed between the inclined surface 2211 and the water flow direction, floats and the sewage and wastewater filtered out of the water outlet 227 of the inclined surface 2211 can continuously flow in the direction of the net bag 222 under the action of the water flow.
Preferably, the arc plate 223 is provided with water outlet holes 227, and the hole width of the water outlet holes 227 is not more than 3cm. When the sewage and wastewater entering the mesh bag 222 is blocked from flowing back along the arc plate 223, the arc plate 223 is provided with the water outlet 227, so that part of the sewage and wastewater flowing back in the backflow process is filtered out from the water outlet 227 on the arc plate 223, the water filtering speed is further accelerated, and the water supplementing efficiency of the tank body 1 is improved. Meanwhile, the arc-shaped design of the arc-shaped plates 223 has a guiding effect on the flowing direction of the return water, the return process can not only continuously push the floating objects to be perpendicular to the pushing force of the water outlet 227 on the arc-shaped plates 223, but also push the floating objects back to the water inlet 224 between the two arc-shaped plates 223, and then the floating objects are flushed back to the mesh bag 222 by newly-fed river sewage, so that the floating objects, especially the strip-shaped floating objects, are prevented from penetrating out of the water outlet 227 of the arc-shaped plates 223 (in the traditional grid structure for intercepting the floating objects in the river sewage, when the strip-shaped floating objects are initially intercepted and attached to the grid, the floating objects are slowly adjusted and moved due to the impact of the river sewage which is continuously flowed into the mesh direction of the grid, and finally, the floating objects can easily enter the pool body 1 along with time and when one end of the strip-shaped floating objects pass through the meshes of the grid, so that the water inlet pump is ineffective, and the floating objects are often broken even.
Preferably, the mesh aperture of the mesh bag 222 is no greater than 2cm. In the prior art, the fine impurities penetrating within the pore size range have no substantial effect on the operation of the water pump.
Example two
As shown in fig. 5, the integrated sewage treatment system comprises an integrated sewage treatment device 4 and a river treatment water inlet tank as described in the first embodiment, wherein the integrated sewage treatment device 4 pumps water from the water inlet tank through a water pump 41. Through the river course treatment inlet pond that embodiment one provided, carry out effectual preliminary treatment to the showy debris in the river course sewage, provide reliable support for the moisturizing of integration sewage treatment plant 4, alleviateed the maintenance cost of manpower, improved the efficiency to river course treatment.
Variations and modifications of the above embodiments will occur to those skilled in the art to which the invention pertains from the foregoing disclosure and teachings. Therefore, the present invention is not limited to the above-described embodiments, but is intended to be capable of modification, substitution or variation in light thereof, which will be apparent to those skilled in the art in light of the present teachings. In addition, although specific terms are used in the present specification, these terms are for convenience of description only and do not limit the present invention in any way.
Claims (9)
1. The utility model provides a river course administers inlet pool which characterized in that: including cell body and edulcoration device, edulcoration device sets up in the cell body, the edulcoration device is including intaking impeller and receipts miscellaneous subassembly, intaking impeller and receipts miscellaneous subassembly set gradually at the cell body gate, intaking impeller is by motor drive, it includes bottom plate and pocket to receive miscellaneous subassembly, the pocket mouth and the bottom plate one end of pocket are connected, and the other end of bottom plate is close to intaking impeller and downward sloping setting, the bottom plate sinks in the surface of water, and the top of the pocket mouth of pocket is not less than the surface of water, receive miscellaneous subassembly still includes two arcs, the cross-section of arc shows circular arc, the arc sets up perpendicularly in the bottom plate, and two arcs divide to locate the bottom plate both sides, and one side of two arcs constitutes "U" shape limit with one side of bottom plate, and this "U" limit is connected with the pocket mouth of pocket, forms the water inlet between the opposite another side of two arcs.
2. The river course remediation intake of claim 1, wherein: the impurity collecting assembly further comprises two guide plates, the guide plates are vertically arranged on two sides of the bottom plate in a separated mode, the vertical projection of the two guide plates on the bottom plate is in an splayed shape, one end of each splayed shape is narrowed towards one end of each splayed shape, the other end of each splayed shape is close to the water inlet, and the other end of each splayed shape is close to the water inlet impeller.
3. The river course remediation intake of claim 1, wherein: the number of the blades of the water inlet impeller is not less than 3, and at least one blade is higher than the water surface when the water inlet impeller rotates.
4. A river management water intake according to any one of claims 1 to 3, wherein: the impurity removing device further comprises a buoyancy tank component, wherein the buoyancy tank component is fixedly connected with the water inlet impeller and the impurity collecting component respectively, and the buoyancy tank component supports the water inlet impeller and the impurity collecting component so that the water inlet impeller and the impurity collecting component float on the water surface.
5. A river management water intake according to any one of claims 1 to 3, wherein: the inclined portion of the bottom plate is a bottom plate inclined surface, and the inclination angle of the bottom plate inclined surface is 15 to 45 degrees.
6. The river course remediation intake of claim 5, wherein: the inclined plane is provided with a water outlet hole, and the hole width of the water outlet hole is not more than 3cm.
7. The river course remediation intake of claim 1, wherein: the arc is provided with the apopore, the pore width of apopore is not more than 3cm.
8. The river course remediation intake of claim 1, wherein: the mesh aperture of the mesh bag is not more than 2cm.
9. An integrated sewage treatment system, which is characterized in that: comprising an integrated sewage treatment plant and a water intake basin according to any one of claims 1 to 8, said integrated sewage treatment plant being pumped from the water intake basin by means of a water pump.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011540981.0A CN112551615B (en) | 2020-12-23 | 2020-12-23 | River course treatment intake pool and integrated sewage treatment system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011540981.0A CN112551615B (en) | 2020-12-23 | 2020-12-23 | River course treatment intake pool and integrated sewage treatment system |
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| Publication Number | Publication Date |
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| CN112551615A CN112551615A (en) | 2021-03-26 |
| CN112551615B true CN112551615B (en) | 2023-11-24 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202011540981.0A Active CN112551615B (en) | 2020-12-23 | 2020-12-23 | River course treatment intake pool and integrated sewage treatment system |
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| Country | Link |
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| CN (1) | CN112551615B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113521827B (en) * | 2021-05-28 | 2022-06-14 | 山东高速工程建设集团有限公司 | Integrated treatment method for separating impurities in river treatment |
| CN113338243A (en) * | 2021-06-06 | 2021-09-03 | 长江水利委员会长江科学院 | Hydraulic drainage, filtration and floating object collection gate system for hydraulic engineering |
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| US4551244A (en) * | 1983-02-25 | 1985-11-05 | Hikari Industry Co., Ltd | Spilled oil processing catamaran |
| US4921605A (en) * | 1985-06-14 | 1990-05-01 | Chastan Bagnis Lucien | Apparatus to depollute bodies of water |
| US5985156A (en) * | 1996-06-26 | 1999-11-16 | Henkin; Melvyn L. | Automatic swimming pool cleaning system |
| CN201250124Y (en) * | 2008-06-27 | 2009-06-03 | 宝山钢铁股份有限公司 | Device for removing floaters on surface of circulating water pool |
| JP2012007524A (en) * | 2010-06-24 | 2012-01-12 | Masa Tagome | Floating matter collecting pump device and collecting ship |
| CN109179664A (en) * | 2018-09-04 | 2019-01-11 | 吴爱兵 | A kind of river water body method for governing pollution |
| CN111320327A (en) * | 2020-03-13 | 2020-06-23 | 广东东华园林绿化工程有限公司 | Riverway ecological environment repair system |
| CN111364425A (en) * | 2020-04-20 | 2020-07-03 | 陈宁 | River course garbage collection device for environmental protection engineering |
| CN211592872U (en) * | 2020-02-25 | 2020-09-29 | 张凯淇 | Energy-saving and environment-friendly water surface garbage cleaning ship |
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2020
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Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4551244A (en) * | 1983-02-25 | 1985-11-05 | Hikari Industry Co., Ltd | Spilled oil processing catamaran |
| US4921605A (en) * | 1985-06-14 | 1990-05-01 | Chastan Bagnis Lucien | Apparatus to depollute bodies of water |
| US5985156A (en) * | 1996-06-26 | 1999-11-16 | Henkin; Melvyn L. | Automatic swimming pool cleaning system |
| CN201250124Y (en) * | 2008-06-27 | 2009-06-03 | 宝山钢铁股份有限公司 | Device for removing floaters on surface of circulating water pool |
| JP2012007524A (en) * | 2010-06-24 | 2012-01-12 | Masa Tagome | Floating matter collecting pump device and collecting ship |
| CN109179664A (en) * | 2018-09-04 | 2019-01-11 | 吴爱兵 | A kind of river water body method for governing pollution |
| CN211592872U (en) * | 2020-02-25 | 2020-09-29 | 张凯淇 | Energy-saving and environment-friendly water surface garbage cleaning ship |
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| CN111364425A (en) * | 2020-04-20 | 2020-07-03 | 陈宁 | River course garbage collection device for environmental protection engineering |
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| CN112551615A (en) | 2021-03-26 |
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