CN214360676U - Water treatment medicament adding control system - Google Patents
Water treatment medicament adding control system Download PDFInfo
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- CN214360676U CN214360676U CN202023057978.1U CN202023057978U CN214360676U CN 214360676 U CN214360676 U CN 214360676U CN 202023057978 U CN202023057978 U CN 202023057978U CN 214360676 U CN214360676 U CN 214360676U
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Abstract
The utility model discloses a control system is thrown to water treatment medicament, include: the sedimentation tank is provided with a first water outlet, a first sludge collection and treatment unit and a first sludge discharge hole connected with the first sludge collection and treatment unit; the coagulation tank is provided with a second water outlet, a second sludge collecting and processing unit and a second sludge discharge hole connected with the second sludge collecting and processing unit; clear liquid in the first water outlet flows into the coagulation tank; the collecting tank is used for collecting the clear liquid flowing out of the second water outlet; the dosing tank is positioned at the upper end of the sedimentation tank and is communicated with the coagulation tank through a liquid outlet pipe; the water circulation unit comprises a water pump arranged at the upper end of the sedimentation tank, one side of the water pump is connected with a water inlet pipe, the water inlet pipe extends to the bottom of the coagulation tank, the other side of the water pump is connected with a water outlet pipe, and the other side of the water outlet pipe extends into the dosing tank. The utility model discloses can carry out the reutilization by the effectual buggy of collecting in the mine aquatic, dosage when still reducing the flocculation has reduced the cost of water stirring.
Description
Technical Field
The utility model relates to a water treatment facilities technical field, concretely relates to control system is thrown to water treatment medicament.
Background
The mine water is waste water generated by gathering underground water burst, surface seepage water and underground production drainage (external drainage such as dust prevention, grouting, equipment cooling water and the like) in the process of coal mine well construction and coal mining, is generally divided into mine water containing suspended matters, high-salinity mine water and other polluted mine water, and comprises the steps of coagulation, precipitation, filtration and disinfection, wherein precipitates and precipitates after chemical dosing and coagulation are mainly removed from the mine water.
In the in-process that adds the medicine and deposits, because the furthest edge distance of medicine adding equipment apart from the pond is great, for guaranteeing that the even dispersion of medicine is in the sedimentation tank, improve medicament flocculation efficiency, generally all use the ton to throw as the unit and throw, still need the stirring after the interpolation, consequently need large-scale motor just can accomplish, large-scale motor running cost is high, and overhaul cost is high, difficult installation, because the sedimentation tank is great, need the stirring that the quick homogenization could be realized to multiunit agitating unit, the cost of water treatment has been increased.
SUMMERY OF THE UTILITY MODEL
The utility model provides a water treatment agent adding control system to make up the defects of the prior art, which can effectively collect the coal powder in the mine water for secondary utilization and reduce the dosage during flocculation; and the water body circularly flows, so that the cost of water body stirring is reduced, and the cost of water body treatment is reduced.
The utility model discloses a reach its purpose, the technical scheme of adoption as follows: a water treatment medicament dosing control system, comprising:
the sedimentation tank is provided with a first water outlet, a first sludge collection and treatment unit and a first sludge discharge hole connected with the first sludge collection and treatment unit;
the coagulation tank is provided with a second water outlet, a second sludge collecting and processing unit and a second sludge discharge hole connected with the second sludge collecting and processing unit; clear liquid in the first water outlet flows into the coagulation tank;
the collecting tank is used for collecting the clear liquid flowing out of the second water outlet;
the dosing tank is positioned at the upper end of the sedimentation tank and is communicated with the coagulation tank through a liquid outlet pipe, so that liquid in the dosing tank flows downwards into the coagulation tank;
the water circulation unit comprises a water pump arranged at the upper end of the sedimentation tank, one side of the water pump is connected with a water inlet pipe, the water inlet pipe extends to the bottom of the coagulation tank, the other side of the water pump is connected with a water outlet pipe, and the other side of the water outlet pipe extends into the dosing tank;
the heights of the sedimentation tank, the coagulation tank and the collection tank are gradually reduced, and water can flow in one direction in sequence in the sedimentation tank, the coagulation tank and the collection tank; and the sedimentation tank and the coagulation tank are internally provided with water baffle moving units, the first water outlet and/or the second water outlet are closed or opened by lifting the water baffles, and filter screens are arranged at the positions of the first water outlet or the second water outlet.
The above-mentioned one-way direction indicates the direction that water flows through sedimentation tank, coagulating basin and collecting pit in proper order.
The utility model discloses an in the system, preferably, first mud is collected processing unit is including being located the first collecting vat that sedimentation tank bottom one side set up, first collecting vat department is equipped with sludge treatment mechanism, bottom one side in the collecting vat is equipped with first mud discharge gate.
The utility model discloses an in the system, preferably, the second collecting vat that processing unit is collected to second mud is including being located the setting of coagulating basin bottom one side, second collecting vat department is equipped with sludge treatment mechanism, bottom one side in the collecting vat is equipped with second mud discharge gate.
In a particular embodiment, the sludge treatment mechanism includes an auger mounted within the first holding tank or the second holding tank.
In the system of the present invention, preferably, the sedimentation tank and the coagulation tank are all internally provided with a mud scraper, such as a truss-car type mud scraper, for scraping the sludge at the bottom of the sedimentation tank into a first collection tank and scraping the sludge at the bottom of the coagulation tank into a second collection tank.
Preferably, the sludge discharged from the first sludge discharge port and the second sludge discharge port is communicated with a dry-wet separator so as to dehydrate the sludge.
The utility model discloses an in the system, preferably, breakwater mobile unit is including being located the sedimentation tank or the support of coagulating basin upper end one side, install the lift on the support, install the bracing piece on the lift, the bracing piece runs through the support extends to in the support, the breakwater is installed to the one end of bracing piece, the breakwater is located first delivery port or second delivery port department.
In a specific embodiment, a slot is arranged at the bottom of the first water outlet or the second water outlet, and the slot is matched with the water baffle. Because the breakwater moves down, the slots are required to be lower than the bottoms of the sedimentation tank and the coagulation tank, and the bottoms of the slots can be provided with holes extending to one sides of the sedimentation tank and the coagulation tank, so that the slots are blocked at ordinary times, and sludge in the slots is avoided.
In the system of the present invention, preferably, a filter screen cleaning unit is further provided, which includes: the water spraying pipe is arranged at the upper end of the filter screen at the first water outlet in the sedimentation tank, a spray head is arranged on one side of the water spraying pipe, and a nozzle of the spray head faces one side of the filter screen.
Preferably, one end of the water outlet pipe of the water circulation unit is further connected with one end of a water spraying pipe in the filter screen cleaning unit.
In a specific embodiment, a three-way water valve is mounted on the water outlet pipe.
In the system of the utility model, preferably, the bottom in dosing pond is fixed with the backup pad, one side of backup pad is fixed one side of sedimentation tank.
In the system of the present invention, preferably, the bottom of the dosing tank is disposed obliquely.
In the system of the present invention, preferably, the depth of the sedimentation tank, the coagulation tank and the collection tank is 0.8 to 1.5M.
Compared with the prior art, the utility model, have following advantage:
(1) the utility model discloses a cooperation of sedimentation tank, coagulating basin and sludge treatment mechanism for the granule in the mine water deposits, has solved the waste that the mine aquatic contains a large amount of buggy and causes, and the deposit after collecting carries out reutilization, and dose when reducing the flocculation.
(2) The utility model discloses a cooperation of filter screen, breakwater mobile unit etc. collects the supernatant from the top, and collection efficiency is high, and the water flow is slow to be little to the lower floor sedimentation influence, collects the high quality.
(3) The utility model discloses a cooperation of water pump among dosing tank and the hydrologic cycle unit, with the water lifting to certain height in the coagulating basin, in the slant downflow entering coagulating basin, form the circulation in the coagulating basin, solved traditional stirring mode, problem with high costs reduces the water treatment cost.
To sum up, the utility model discloses can carry out the reutilization by the effectual buggy that collects in the mine aquatic, dosage when still reducing the flocculation through water circulation flow, reduces the cost of water stirring to reduce the cost of water processing, and the treatment effeciency is high, and treatment quality is good, and the mud of production is convenient for handle, and is little to the environmental impact. Therefore, the problems that in the prior art, a large amount of coal powder is still contained in mine water, the coal powder contains a large amount of heat value to cause waste, and a stirring mode is used during medicine mixing, so that the large motor is high in operation cost, high in maintenance cost, not easy to install and the like are solved.
Drawings
FIG. 1 is a schematic structural view of a water treatment chemical dosing control system according to an embodiment of the present invention;
FIG. 2 is a side view of a water treatment chemical dosing control system according to an embodiment of the present invention;
FIG. 3 is an enlarged view of the structure at A in FIG. 1;
FIG. 4 is a schematic view of the installation of a water baffle of a water treatment chemical dosing control system according to an embodiment of the present invention;
fig. 5 is a schematic view of the installation of a spray pipe of a water treatment agent dosing control system according to an embodiment of the present invention.
FIG. 6 is a schematic view of the installation of the sludge outlet of the water treatment chemical dosing control system according to the embodiment of the present invention.
In the figure: 1 sedimentation tank, 2 mud scraper, 3 collecting tank, 4 packing auger, 5 dosing tank, 6 drain pipes, 7 collecting tank, 8 discharge hopper, 9 inclined screen type dry-wet separator, 10 coagulation tank, 11 sludge baffle, 12 blanking port, 13 spray pipe, 14 water outlet pipe, 15 support, 16 lifter, 17 support rod, 18 support plate, 19 overflow baffle, 20 filter screen, 21 three-way water valve, 22 water pump, 23 slot, 24 spray nozzle, 25 water baffle.
Detailed Description
The present invention will be further described with reference to the following examples and drawings, but the present invention is not limited to the examples listed, and shall include equivalent modifications and variations of the technical solutions defined in the claims attached to the present application.
The embodiment of the utility model provides a control system is thrown to water treatment medicament, include:
the sedimentation tank is provided with a first water outlet, a first sludge collection and treatment unit and a first sludge discharge hole connected with the first sludge collection and treatment unit;
the coagulation tank is provided with a second water outlet, a second sludge collecting and processing unit and a second sludge discharge hole connected with the second sludge collecting and processing unit; clear liquid in the first water outlet flows into the coagulation tank;
the collecting tank is used for collecting the clear liquid flowing out of the second water outlet;
the dosing tank is positioned at the upper end of the sedimentation tank and is communicated with the coagulation tank through a liquid outlet pipe, so that liquid in the dosing tank flows downwards into the coagulation tank;
the water circulation unit comprises a water pump arranged at the upper end of the sedimentation tank, one side of the water pump is connected with a water inlet pipe, the water inlet pipe extends to the bottom of the coagulation tank, the other side of the water pump is connected with a water outlet pipe, and the other side of the water outlet pipe extends into the dosing tank;
the heights of the sedimentation tank, the coagulation tank and the collection tank are gradually reduced, and water can flow in one direction in sequence in the sedimentation tank, the coagulation tank and the collection tank; and the sedimentation tank and the coagulation tank are internally provided with water baffle moving units, the first water outlet and/or the second water outlet are closed or opened by lifting the water baffles, and filter screens are arranged at the positions of the first water outlet or the second water outlet.
The utility model discloses an in the system, first mud is collected processing unit is including being located the first collecting vat that sedimentation tank bottom one side set up, first collecting vat department is equipped with sludge treatment mechanism, bottom one side in the collecting vat is equipped with first mud discharge gate.
The utility model discloses an in the system, the second collecting vat that processing unit is collected including being located coagulation tank bottom one side setting is collected to the second mud, second collecting vat department is equipped with sludge treatment mechanism, bottom one side in the collecting vat is equipped with second mud discharge gate.
The utility model discloses an in the system, breakwater mobile unit is including being located the sedimentation tank or the support of coagulating basin upper end one side, install the lift on the support, install the bracing piece on the lift, the bracing piece runs through in the support extends to the support, the breakwater is installed to the one end of bracing piece, the breakwater is located first delivery port or second delivery port department.
The utility model discloses an in the system, still be provided with filter screen cleaning unit, it includes: the spray pipe is installed at the upper end of the filter screen at the first water outlet in the sedimentation tank, a spray head is arranged on one side of the spray pipe, and a spray opening of the spray head faces one side of the filter screen.
The structure of the present invention is described below by way of a specific example, and this case is only for the convenience of understanding the scheme of the present invention, and it should not be understood that the present invention is limited thereto:
referring to fig. 1-5, a water treatment chemical dosing control system comprises a sedimentation tank 1, a coagulation tank 10 and a collection tank 7 which are arranged in sequence, wherein the heights of the sedimentation tank 1, the coagulation tank 10 and the collection tank 7 are reduced in sequence so as to facilitate water flow transfer by using gravity, the depths of the sedimentation tank 1, the coagulation tank 10 and the collection tank 7 are 1.5m, 1.1 m and 0.8 m in sequence, a truss-car type mud scraper 2 is arranged on the sedimentation tank 1 and the coagulation tank 10, after water is fed and discharged, bottom sludge is cleaned by the truss-car type mud scraper 2, collecting tanks 3 (namely a first collecting tank and a second collecting tank) are arranged on one sides of the bottoms of the sedimentation tank 1 and the coagulation tank 10, when sludge is collected, the sludge enters the collecting tanks 3 first, the sludge collecting efficiency is improved, sludge treatment mechanisms are arranged at the positions of the collecting tanks 3 to treat the sludge in the collecting tanks 3, water outlets (namely a first water outlet and a second water outlet) are arranged on one sides of the sedimentation tank 1 and the coagulation tank 10, the water outlet coincides with a water baffle 25 illustrated in fig. 4. Namely the width of the water baffle 25, namely the width of the water outlet, and the height of the water outlet and the upper limit position of the water baffle 25 are on a horizontal straight line. The water outlet and the collecting tank 3 are positioned on the same side, when water is discharged and water flow slowly moves, partial sludge can be driven to flow into the collecting tank 3, the sludge is prevented from being accumulated too much at the water outlet, two overflow baffles 19 are fixed on one sides of the sedimentation tank 1 and the coagulation tank 10, the two overflow baffles 19 are respectively positioned on two sides of the water outlet to prevent the water from flowing to the side of the tank, a filter screen 20 is arranged at the water outlet to filter larger impurities in the water, a spray pipe 13 is arranged at the upper end of the filter screen 20 positioned in the sedimentation tank 1, a spray head 24 is arranged on one side of the spray pipe 13, a nozzle of the spray head 24 faces one side of the filter screen 20 and is used for cleaning the sludge accumulated on the filter screen 20 to improve the water flow passing rate and is only used for the sedimentation tank 1, the flowed partial turbid water does not influence subsequent sedimentation, a support 15 is fixed on one side of the upper ends of the sedimentation tank 1 and the coagulation tank 10, and a lifter 16 is arranged on the support 15, the gate is an electric lifting structure of a traditional gate, a support rod 17 is installed on a lifter 16, the support rod 17 penetrates through a support 15 and extends into the support 15, a water baffle 25 is installed at one end of the support rod 17 and blocks water from flowing, the water baffle 25 is located at a water outlet and corresponds to the water outlet to control water to flow out, a slot 23 is formed in the bottom of the water outlet, the slot 23 corresponds to the water baffle 25, the water baffle 25 moves downwards, so that the slot 23 is required to be lower than the bottoms of a sedimentation tank 1 and a coagulation tank 10, a hole extending towards one side of the sedimentation tank 1 and one side of the coagulation tank 10 can be formed in the bottom of the slot 23 for plugging at ordinary times and is used for cleaning sludge in the slot 23, a dosing tank 5 is fixed on one side of the upper end of the sedimentation tank 1 and is located at a certain height from the coagulation tank 10, the height difference is 0.4-0.6 m to provide gravitational potential energy, a support plate 18 is fixed at the bottom of the dosing tank 5, one side of a supporting plate 18 is fixed on one side of a sedimentation tank 1 to support a dosing tank 5 and avoid the dosing tank 5 from being damaged, a liquid outlet pipe 6 is connected to the bottom of the dosing tank 5, the liquid outlet pipe 6 is positioned at the upper end of a coagulation tank 10, the liquid outlet pipe 6 is obliquely arranged downwards, water obliquely enters the coagulation tank 10 through the liquid outlet pipe 6 and forms flowing circulating water in the coagulation tank 10 so as to enable the drugs to fully react, the bottom of the dosing tank 5 is obliquely arranged, the water in the dosing tank 5 can flow into the liquid outlet pipe 6, a water pump 22 is further arranged at the upper end of the sedimentation tank 1, one side of the water pump 22 is connected with a water inlet pipe, the water inlet pipe extends to the bottom of the coagulation tank 10, the other side of the water pump 22 is connected with a water outlet pipe 14, a three-way water valve 21 is arranged on the water outlet pipe 14, the three-way water valve 21 is electrically controlled and is convenient for remote control and labor intensity reduction, one end of the water outlet pipe 14 is connected with one end of a water spray pipe 13, the other side of the water outlet pipe 14 extends into the dosing tank 5, so that the problem of high cost in the traditional stirring mode is solved, and the water treatment cost is reduced.
In the embodiment of the utility model, the sludge treatment mechanism comprises an auger 4 arranged in a collecting tank 3, one side of the bottom in the collecting tank 3 is provided with a blanking port 12, and the tail end of the blanking port 12 is the first sludge discharge port; the auger 4 rotates and delivers sludge to the blanking port 12, the blanking port 12 extends to one side of the sedimentation tank 1 and the coagulation tank 10, the blanking port 12 is a downward hole inclined to one side and used for discharging pollution outwards, a sludge baffle 11 is arranged on one side of the sedimentation tank 1 and one side of the coagulation tank 10, the outlet of the blanking port 12 is plugged during sedimentation, the sludge baffle 11 is matched with the blanking port 12, the discharge hopper 8 is installed on one side of the sedimentation tank 1 and one side of the coagulation tank 10, auxiliary slurry comes out, the tail end of the discharge hopper 8 is the second sludge discharge port, the discharge hopper 8 is positioned on the lower side of the blanking port 12, one side of the blanking port 12 is provided with the inclined sieve type dry-wet separator 9, and the discharge hopper 8 corresponds to the inclined sieve type dry-wet separator 9. As shown in fig. 6, the blanking port 12 is a cylindrical body with a certain bevel angle, the angle is about 135 degrees, and the end is provided with a sludge baffle 11 and a discharge hopper 8. The discharging hopper 8 is 3-7cm downward from the tail end of the blanking port 12, and can be completely vertically overlapped with the sludge baffle plate 11 when the sludge baffle plate falls down.
The inclined screen type dry-wet separator 9 is used for dehydrating the slurry, so that the influence of the slurry on the surrounding environment is reduced, and the slurry is convenient to stack and transport.
According to the technical scheme, when the system works, mine water is firstly discharged into the sedimentation tank 1 for clarification, after mud and dust are settled, the elevator 16 drives the support rod 17 to move downwards, the support rod 17 drives the water baffle 25 to move downwards, supernatant in the sedimentation tank 1 flows into the coagulation tank 10 through the water outlet, when the filter screen 20 in the sedimentation tank 1 is blocked when the system moves to the bottom sludge, water flow with certain pressure is sprayed into one side of the water spray pipe 13 through the water pump 22, so that sludge around the filter screen 20 flows, the filter screen 20 is simply cleaned, the passing rate of the filter screen 20 is improved, after the supernatant is discharged, the baffle 11 on one side of the sedimentation tank 1 is removed, the sludge flows into the inclined screen type dry-wet separator 9 through the blanking port 12 and the discharge hopper 8 for dehydration, and simultaneously the auger 4 rotates to drive the sludge in the filter screen 3 to flow into the blanking port 12, the trussed vehicle type mud scraper 2 on the sedimentation tank 1 scrapes the mud at the bottom of the sedimentation tank 1 into the collection tank 3, the mud in the collection tank 3 is dewatered and collected, the sampling is carried out in the coagulation tank 10, the amount of each component is measured, the medicine adding quality is obtained through calculation, the medicine is added into the medicine adding tank 5, the medicine is obliquely and downwards injected into the coagulation tank 10 through the liquid outlet pipe 6, after the medicine is completely injected, the water in the coagulation tank 10 is added into the medicine adding tank 5 through the water pump 22, the medicine mixed water in the medicine adding tank obliquely and downwards enters the coagulation tank 10 through the liquid outlet pipe 6, the flowing and circulating water is formed in the coagulation tank 10, the medicine is fully reacted, the water pump 22 is closed after a period of time, after the sediment in the coagulation tank 10 is sunk into the bottom of the coagulation tank 10, the lifter 16 on the coagulation tank 10 is started, the water baffle 25 on one side of the coagulation tank 10 descends, the supernatant of the coagulation tank 10 flows into the collection tank 7, when the flow of water flow is suddenly reduced under the action of the filter screen 20, the baffle 11 on one side of the coagulation tank 10 is opened, the sediment in the coagulation tank 10 is dehydrated, and water in the collecting tank 7 is subjected to fine treatment through reverse osmosis or ion exchange according to requirements.
The present invention relates to a processing device, a processing device or a processing element having corresponding functions, which can be used in the field of the present invention, and are not described in detail. Those skilled in the art will understand or know what is not described herein, and will not be described in detail.
It is obvious that the above embodiments of the present invention are only examples for clearly illustrating the present invention, and are not limitations to the embodiments of the present invention. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. Not all embodiments are exhaustive. All obvious changes or variations led out by the technical proposal of the utility model are within the spirit range covered by the utility model.
Claims (10)
1. The utility model provides a water treatment medicament dosing control system which characterized in that: the system comprises:
the sedimentation tank is provided with a first water outlet, a first sludge collection and treatment unit and a first sludge discharge hole connected with the first sludge collection and treatment unit;
the coagulation tank is provided with a second water outlet, a second sludge collecting and processing unit and a second sludge discharge hole connected with the second sludge collecting and processing unit; clear liquid in the first water outlet flows into the coagulation tank;
the collecting tank is used for collecting the clear liquid flowing out of the second water outlet;
the dosing tank is positioned at the upper end of the sedimentation tank and is communicated with the coagulation tank through a liquid outlet pipe, so that liquid in the dosing tank flows downwards into the coagulation tank;
the water circulation unit comprises a water pump arranged at the upper end of the sedimentation tank, one side of the water pump is connected with a water inlet pipe, the water inlet pipe extends to the bottom of the coagulation tank, the other side of the water pump is connected with a water outlet pipe, and the other side of the water outlet pipe extends into the dosing tank;
the heights of the sedimentation tank, the coagulation tank and the collection tank are gradually reduced, and water can flow in one direction in sequence in the sedimentation tank, the coagulation tank and the collection tank; and the sedimentation tank and the coagulation tank are internally provided with water baffle moving units, the first water outlet and/or the second water outlet are closed or opened by lifting the water baffles, and filter screens are arranged at the positions of the first water outlet or the second water outlet.
2. The water treatment agent dosing control system of claim 1, wherein: the first sludge collecting and processing unit comprises a first collecting tank arranged on one side of the bottom of the sedimentation tank, a sludge processing mechanism is arranged at the first collecting tank, and a first sludge discharge hole is formed in one side of the bottom in the collecting tank; and/or the second sludge collecting and processing unit comprises a second collecting tank arranged on one side of the bottom of the coagulation tank, a sludge processing mechanism is arranged at the second collecting tank, and a second sludge discharge hole is formed in one side of the bottom in the collecting tank.
3. The water treatment agent dosing control system of claim 2, wherein: the sludge treatment mechanism comprises a packing auger arranged in the first collecting tank or the second collecting tank; and mud scrapers are arranged in the sedimentation tank and/or the coagulation tank and used for scraping the sludge at the bottom of the sedimentation tank into the first collecting tank and/or scraping the sludge at the bottom of the coagulation tank into the second collecting tank.
4. The water treatment agent dosing control system according to claim 2 or 3, wherein: and the sludge discharged from the first sludge discharge port and the second sludge discharge port is communicated with a dry-wet separator so as to dehydrate the sludge.
5. The water treatment agent dosing control system of claim 1, wherein: the water baffle moving unit comprises a support located on one side of the upper end of the sedimentation tank or the coagulation tank, a lifter is mounted on the support, a support rod is mounted on the lifter and penetrates through the support and extends into the support, a water baffle is mounted at one end of the support rod, and the water baffle is located at the first water outlet or the second water outlet.
6. The water treatment agent dosing control system of claim 5, wherein: and the bottom of the first water outlet or the second water outlet is provided with a slot, and the slot is matched with the water baffle.
7. The water treatment agent dosing control system of claim 1, wherein: the system is further provided with a filter screen cleaning unit, which comprises: and the spray pipe is arranged at the upper end of the filter screen at the position of the first water outlet in the sedimentation tank, a spray head is arranged on one side of the spray pipe, and the nozzle of the spray head faces one side of the filter screen.
8. The water treatment agent dosing control system of claim 7, wherein: the water circulating unit is characterized in that one end of a water outlet pipe of the water circulating unit is further connected with one end of a water spraying pipe in the filter screen cleaning unit, and a three-way water valve is installed on the water outlet pipe.
9. The water treatment agent dosing control system of claim 1, wherein: a supporting plate is fixed at the bottom of the dosing tank, and one side of the supporting plate is fixed at one side of the sedimentation tank; and the bottom of the dosing pool is obliquely arranged.
10. The water treatment agent dosing control system of claim 1, wherein: the depth of the sedimentation tank, the coagulation tank and the collection tank is 0.8-1.5 m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023057978.1U CN214360676U (en) | 2020-12-17 | 2020-12-17 | Water treatment medicament adding control system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023057978.1U CN214360676U (en) | 2020-12-17 | 2020-12-17 | Water treatment medicament adding control system |
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| CN214360676U true CN214360676U (en) | 2021-10-08 |
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| CN202023057978.1U Active CN214360676U (en) | 2020-12-17 | 2020-12-17 | Water treatment medicament adding control system |
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Effective date of registration: 20220907 Address after: 168 Beijing Middle Road, Jinfeng District, Yinchuan City, Ningxia Hui Autonomous Region Patentee after: National Energy Group Ningxia Coal Industry Co.,Ltd. Patentee after: Ningxia Coal Science & Technology Research Institution Co.,Ltd. Address before: 168 Beijing Middle Road, Jinfeng District, Yinchuan City, Ningxia Hui Autonomous Region Patentee before: National Energy Group Ningxia Coal Industry Co.,Ltd. |