CN113735202A - Water separator device capable of accurately controlling water inlet proportion and adjusting method - Google Patents
Water separator device capable of accurately controlling water inlet proportion and adjusting method Download PDFInfo
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- CN113735202A CN113735202A CN202111015816.8A CN202111015816A CN113735202A CN 113735202 A CN113735202 A CN 113735202A CN 202111015816 A CN202111015816 A CN 202111015816A CN 113735202 A CN113735202 A CN 113735202A
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 251
- 238000000034 method Methods 0.000 title claims abstract description 14
- 239000010865 sewage Substances 0.000 claims abstract description 32
- 239000012535 impurity Substances 0.000 claims description 5
- 230000001276 controlling effect Effects 0.000 abstract description 14
- 238000005265 energy consumption Methods 0.000 abstract description 4
- 238000001914 filtration Methods 0.000 abstract description 2
- 230000001105 regulatory effect Effects 0.000 abstract description 2
- 238000010992 reflux Methods 0.000 description 7
- 229910002651 NO3 Inorganic materials 0.000 description 6
- NHNBFGGVMKEFGY-UHFFFAOYSA-N Nitrate Chemical compound [O-][N+]([O-])=O NHNBFGGVMKEFGY-UHFFFAOYSA-N 0.000 description 6
- 238000006243 chemical reaction Methods 0.000 description 3
- 230000006837 decompression Effects 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- MMDJDBSEMBIJBB-UHFFFAOYSA-N [O-][N+]([O-])=O.[O-][N+]([O-])=O.[O-][N+]([O-])=O.[NH6+3] Chemical compound [O-][N+]([O-])=O.[O-][N+]([O-])=O.[O-][N+]([O-])=O.[NH6+3] MMDJDBSEMBIJBB-UHFFFAOYSA-N 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
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- 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
-
- 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
- C02F3/30—Aerobic and anaerobic processes
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/40—Liquid flow rate
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- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Biodiversity & Conservation Biology (AREA)
- Microbiology (AREA)
- Control Of Non-Electrical Variables (AREA)
Abstract
The invention discloses a water separator device capable of accurately controlling the water inlet proportion and an adjusting method. The invention relates to the technical field of sewage treatment equipment. This can accurate control water knockout drum device and adjustment method of proportion of intaking, it is general to the operating condition requirement, normal outdoor conditions all can normal stable operation, and can realize unpowered water diversion work, the operation energy consumption is lower, but accurate regulated flow when the stranded is intake, the proportion of intaking is controlled, and the stranded is intake after filtering in the cavity intensive mixing is even, then get into the subsequent processing equipment, through preventing stifled frame up-and-down motion, can guarantee the mediation of overflow weir mouth always, guarantee that the inflow can not produce the error because of overflow weir mouth blocks up, the proportion control accuracy of intaking is higher.
Description
Technical Field
The invention relates to the technical field of sewage treatment equipment, in particular to a water separator device capable of accurately controlling a water inlet proportion and an adjusting method.
Background
In the sewage treatment process, due to different sewage treatment processes, two or even multiple water samples are mixed uniformly and then enter a subsequent treatment unit for treatment. Therefore, in actual operation, the water inflow of water samples from different sources can be accurately adjusted by a certain means, and the water inflow proportion among different water samples can be controlled. In addition, the condition that a plurality of sets of parallel equipment run simultaneously exists in the same project, and in order to meet the condition that the water inflow of the same equipment is the same, the water inflow of each equipment needs to be flexibly controlled, a water pump, a valve group, a middle-pipe type and inverted siphon type water distribution wells, baffle type water distribution tanks and the like are commonly adopted in the prior art to distribute the incoming water.
The water diversion by adopting the modes of a water pump and the like has the following defects:
1. equipment is increased and operating energy consumption is increased;
2. a valve group is arranged on the main pipe, water is distributed by controlling the opening degree of the valve, and the water distribution amount among a plurality of sets of equipment is difficult to accurately control;
3. the water quantities of different water samples in the same equipment are not controllable, and large head loss is caused;
4. different water samples can not be fully mixed in the same equipment.
Disclosure of Invention
Aiming at the defects of the prior art, the invention provides a water separator device capable of accurately controlling the water inlet proportion and an adjusting method, so that the problems of increasing equipment and increasing the operation energy consumption are solved; a valve group is arranged on the main pipe, water is distributed by controlling the opening degree of the valve, and the water distribution amount is difficult to accurately control; the water quantities of different water samples in the same equipment are uncontrollable, and the head loss is large; the problem that water samples cannot be fully mixed in the same equipment.
In order to achieve the purpose, the invention is realized by the following technical scheme: the utility model provides a can accurate control water knockout drum device of proportion of intaking, including the water knockout drum box, the both sides of water knockout drum box communicate respectively has a water inlet and No. two water inlets, the front intercommunication of water knockout drum box has the delivery port that is used for exporting sewage, the both sides at water knockout drum box inner chamber top are fixedly connected with respectively carry out a breakwater and No. two breakwaters of decompression to sewage, the cavity that the water knockout drum box is located between a breakwater and No. two breakwaters is provided with the water diversion structure that is used for controlling the inflow, the top fixedly connected with filter screen and the anti-blocking mechanism of water diversion structure.
As a further scheme of the invention: the water diversion structure comprises limiting plates arranged on two sides of the bottom of an inner cavity of a water distributor box body, the tops of the two limiting plates are respectively and slidably connected with an overflow weir plate and an overflow weir plate II through square grooves, the surfaces of the overflow weir plate I and the overflow weir plate II are provided with evenly distributed overflow weir notches, U-shaped grooves for controlling the first overflow weir plate and the second overflow weir plate to lift through bolts are respectively formed in two ends of the two limiting plates, an anti-blocking mechanism comprises a waterproof electric push rod fixed at the top of the water distributor box body, the bottom of a waterproof electric push rod piston rod is run through and extends to the inner cavity of the water distributor box body, a bottom fixedly connected with anti-blocking frame of the waterproof electric push rod piston rod is provided with a push rod extending to the inner cavity of the overflow weir notch, and the middle of the anti-blocking frame is provided with a long plate and two sides are both connected with push rods extending to the inner cavity of the overflow weir notch.
As a further scheme of the invention: a sewage mixing cavity is partitioned between the two limiting plates and the filter screen, and the water outlet is communicated with the sewage mixing cavity.
As a further scheme of the invention: a breakwater and an overflow weir plate are located one side of the water distributor box body, a left water inlet cavity is cut off in the middle, the left water inlet cavity is a water inlet for releasing pressure of entering water flow, the situation that the water flow speed is too fast, the water level cannot rise uniformly and stably, the water level at the overflow weir port is unstable and the like is caused finally is avoided, and the water storage depth of the left water inlet cavity is adjusted to be used for water distribution through adjusting the height of the overflow weir plate.
As a further scheme of the invention: no. two breakwaters and No. two overflow weir plates are located the opposite side of water knockout drum box, and the middle wall has the cavity of intaking on the right side, and the cavity of intaking on the right side carries out the decompression for the rivers that No. two water inlets got into, avoids appearing the water velocity too fast, and the water level can not even stable rise, finally causes the circumstances such as the water level unstability of overflow weir department, through the height of adjusting No. two overflow weir plates, adjusts the water storage degree of depth of the cavity of intaking on the right side and is used for dividing water.
As a further scheme of the invention: gaps are formed between the bottoms of the first water baffle and the second water baffle and the bottom of the water separator box body, and the gap area is controlled by the size of the inflow water.
As a further scheme of the invention: the surface of the first overflow weir plate and the surface of the second overflow weir plate are fixedly connected with flow graduated scales.
The invention also discloses an adjusting method of the water separator device capable of accurately controlling the water inlet proportion, which comprises the following steps:
step one, a water sample A enters the front end of a water baffle I through a water inlet I, sewage is released at the front end of the water baffle I, after passing through the water baffle I, a water body passing through a gap below the water baffle I tends to be stable, the water level continuously rises along with continuous inflow, when the water level rises to the bottom of a weir crest of an overflow weir plate, the water body starts to flow out through the overflow weir crest, when the water depth at the weir crest tends to be stable, the passing water quantity is also constant, and similarly, a water sample B also enters a water separator in the same way with the fixed water quantity;
step two, when the water sample A and the water sample B fall into a filter screen above the water outlet through respective overflow weir mouths at a stable flow rate, the filter screen continuously filters impurities which are always contained in the water body, so that the water sample which enters the subsequent treatment keeps a state without impurities, after the sewage passes through the filter screen, the two sewage flows are fully mixed in a middle cavity, and then the sewage enters the subsequent treatment equipment through the water outlet;
step three, when the inflow flow of the water samples A and B needs to be changed, the height of the overflow weir plate is controlled by adjusting the U-shaped grooves at the two sides of the first overflow weir plate and the second overflow weir plate, so that the water depth on the weir is changed, after the water body is stabilized, the flow passing through the weir plate is observed through a flow scale in the middle of the weir crest, the flow is gradually adjusted until the two inflows are stabilized to the set flow, after the adjustment is finished, the first overflow weir plate and the second overflow weir plate are fixed through bolts, the flow is stable, so that the inflow proportion is controlled by controlling the inflow, when the water sample is used, the anti-blocking frame works intermittently, the initial stroke point is the bottom of the overflow weir crest, then a time threshold value is set, the anti-blocking water is started to discharge sewage regularly, the anti-water electric push rod is started to drive the anti-blocking water segregator to move in the box body, the push rods at the two sides of the anti-blocking water frame move up and down in the overflow weir crest, pushing out the blocked dirt for dredging.
Compared with the prior art, the invention has the following beneficial effects: the requirement is general to actual operating condition, and normal outdoor conditions all can normal operating to can realize unpowered division work, the operation energy consumption is lower, but accurate regulated flow when the stranded is intake, the control proportion of intaking, and the stranded is intake and is filtered the back intensive mixing even, get into follow-up processing equipment, through preventing stifled frame up-and-down motion, can guarantee the mediation of overflow weir mouth always, guarantee the inflow can not produce the error because of overflow weir mouth jam, the proportional control precision of intaking is higher.
Drawings
FIG. 1 is a front view of the structure of the present invention;
FIG. 2 is a structural cross-sectional view taken at perspective A-A of the present invention;
FIG. 3 is a top view of the structure of the present invention;
FIG. 4 is a top view of the anti-clogging frame of the present invention;
fig. 5 is a schematic view showing the operation of an overflow weir plate according to a second embodiment of the present invention.
In the figure: 1. a first water inlet; 2. a water baffle I; 3. a first overflow weir plate; 4. filtering with a screen; 5. a second overflow weir plate; 6. a water outlet; 7. a water baffle II; 8. a second water inlet; 9. a flow rate scale; 10. an overflow weir crest; 11. a U-shaped groove; 12. a waterproof electric push rod; 13. an anti-blocking frame.
Detailed Description
To further illustrate the technical means and effects of the present invention adopted to achieve the predetermined objects, the following detailed description of the embodiments, structures, features and effects according to the present invention will be made with reference to the accompanying drawings and preferred embodiments.
Example one
Referring to fig. 1-4, the present invention provides a technical solution: the utility model provides a can accurate control water knockout drum device of proportion of intaking, including the water knockout drum box, the both sides of water knockout drum box communicate respectively has a water inlet 1 and No. two water inlets 8, the front intercommunication of water knockout drum box has the delivery port 6 that is used for exporting sewage, the both sides at water knockout drum box inner chamber top fixedly connected with carry out a breakwater 2 and No. two breakwaters 7 of pressure release to sewage respectively, the cavity that the water knockout drum box is located between a breakwater 2 and No. two breakwaters 7 is provided with the water diversion structure that is used for controlling the inflow, the top fixedly connected with filter screen 4 and the anti-blocking mechanism of water diversion structure.
The water diversion structure comprises limiting plates arranged at two sides of the bottom of an inner cavity of a water distributor box, the tops of the two limiting plates are respectively connected with a first overflow weir plate 3 and a second overflow weir plate 5 in a sliding way through a square groove, the surfaces of the first overflow weir plate 3 and the second overflow weir plate 5 are respectively provided with an overflow weir 10 which is uniformly distributed, two ends of the two limiting plates are respectively provided with a U-shaped groove 11 for controlling the first overflow weir plate 3 and the second overflow weir plate 5 to ascend and descend through bolts, the anti-blocking mechanism comprises a waterproof electric push rod 12 fixed at the top of the water distributor box, a water sample A enters the front end of the first water baffle 2 through a first water inlet 1, sewage is released, after passing through the first water baffle 2, the water body passing through a gap below the first water baffle 2 tends to be stable, the water level continuously ascends along with continuous inflow, when the water level ascends to the bottom of the weir port of the first overflow weir plate 3, the water body starts to flow out through the overflow weir 10, the top fixedly connected with waterproof electric push rod 12 of water knockout drum box, the inner chamber that runs through and extend to the water knockout drum box of the bottom of waterproof electric push rod 12 piston rod, the bottom fixedly connected with of waterproof electric push rod 12 piston rod prevents stifled frame 13, prevents stifled frame 13 middle for long board and both sides all to be connected with the push rod that extends to overflow weir crest 10 inner chamber.
The two limiting plates and the filter screen 4 are separated to form a sewage mixing cavity, the water outlet 6 is communicated with the sewage mixing cavity, and two sewage flows are fully mixed in the middle cavity and then enter subsequent treatment equipment through the water outlet 6.
No. 2 breakwaters and No. 3 overflow weir plates are located one side, and the middle wall has left intake cavity, No. two breakwaters 7 and No. two overflow weir plates 5 are located one side, and the middle wall has right intake cavity, there is the clearance in the bottom of No. 2 breakwaters and No. two breakwaters 7 all with the bottom of water knockout drum box, the equal fixedly connected with flow scale 9 in surface of No. 3 overflow weir plates and No. two overflow weir plates 5, treat that the water is stable the back, can audio-visually obtain the flow through the weir plate this moment through flow scale 9 in the middle of the weir crest, progressively adjust, finally until two strands of inflow equal stable to ideal flow, thereby satisfy the accurate regulation flow, the purpose of control proportion of intaking.
The invention also discloses an adjusting method of the water separator device capable of accurately controlling the water inlet proportion, which comprises the following steps:
step one, a water sample A enters the front end of a water baffle plate 2 through a water inlet 1, sewage is released, after passing through the water baffle plate 2, a water body passing through a gap below the water baffle plate 2 tends to be stable, the water level continuously rises along with continuous inflow, when the water level rises to the bottom of a weir crest of an overflow weir plate 3, the water body starts to flow out through an overflow weir crest 10, when the water depth at the weir crest tends to be stable, the passing water quantity is also constant, and similarly, a water sample B also enters a water separator in the same way with the fixed water quantity;
step two, when the water sample A and the water sample B fall into the filter screen 4 above the water outlet 6 through the respective overflow weir crest 10 at a stable flow rate, the filter screen 4 continuously filters impurities contained in the water body, so that the water sample entering the subsequent treatment keeps a state without impurities, after the sewage passes through the filter screen 4, the two sewage flows are fully mixed in the middle cavity, and then enter the subsequent treatment equipment through the water outlet 6;
step three, when the inflow flow of the water sample A and the water sample B needs to be changed, the height of the overflow weir plate is controlled by adjusting the U-shaped grooves 11 at the two sides of the first overflow weir plate 3 and the second overflow weir plate 5, so that the water depth on the weir is changed, after the water body is stabilized, the flow passing through the weir plates is observed by a flow scale 9 in the middle of the weir crest, the flow is gradually adjusted until the two inflows are stabilized to the set flow, after the adjustment is finished, the first overflow weir plate 3 and the second overflow weir plate 5 are fixed by bolts, the flow is stable, so that the inflow proportion is controlled by controlling the inflow, when the water is used, the anti-blocking frame 13 intermittently works, the initial stroke point is the bottom of the overflow weir 10, then the time threshold value is set, the anti-blocking is started for sewage discharge, the anti-blocking push rod 12 is started to drive the water frame 13 to move in the water distributor box, the push rods at the two sides of the water frame 13 move up and down in the overflow weir 10, pushing out the blocked dirt for dredging.
Example 2
Referring to FIG. 5, in example 1, the daily amount of the wastewater treated by a project is 400m3The sewage treatment process is an AO process, in order to meet the requirement that enough nitrate nitrogen participates in denitrification reaction in the anoxic section, nitrate reflux is required to be carried out to reflux the aerobic end effluent to the front end of the anoxic section, nitrate reflux liquid and influent water are fully mixed and then enter the anoxic section together to participate in subsequent reaction, the ratio of the water inflow to the nitrate reflux is 1:1.5, namely the water inflow is 400m3At d, the nitrate reflux amount is 600m3D, making the height of the overflow weir crest 10 be 10cm, arranging 10 overflow weir crests 10 on each weir plate, and setting the maximum flow of each weir plate of the overflow weir to be 1000m3And d, the weir plate can realize equal flow corresponding to the water depth on the weir at equal intervals.
Under the initial condition, the height of the overflow weir crest 10 at the water inlet end is 6cm, and the corresponding water inlet flow is 600m at the moment3D, the height of the overflow weir crest 10 at the return end is 5cm, and the corresponding inflow is 500m at the moment3And d, the inflow flow and the backflow flow do not reach the designed water quantity. In order to make two strands of inflow satisfy the requirements, then need be through the weir plate height of adjusting each equipment water knockout drum for the depth of water changes thereupon on the weir, treat behind the rivers are stable, through observing the flow scale 9 audio-visual the obtaining of weir plate this moment of crossing the weir flow, continue to adjust the weir plate height, through constantly adjusting, until the end overflow weir 10 height of intaking is 4cm, the inflow is stabilized and is being 400m3D; the height of the overflow weir crest 10 at the return end is 6cm, the nitrate reflux quantity is 600m3At the moment, the ratio of the water inflow to the nitrate reflux is 1:1.5, and two inflows are in the middleAfter the mixture is fully mixed in the cavity, the mixture enters the next stage to participate in the reaction.
Although the present invention has been described with reference to the preferred embodiments, it should be understood that various changes, substitutions and alterations can be made herein without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (8)
1. The utility model provides a can accurate control water knockout drum device of proportion of intaking, includes the water knockout drum box, the both sides of water knockout drum box communicate respectively has water inlet (1) and No. two water inlets (8), and the front intercommunication of water knockout drum box has delivery port (6) that are used for exporting sewage, its characterized in that: the two sides of the top of the inner cavity of the water distributor box are respectively and fixedly connected with a first water baffle (2) and a second water baffle (7) for releasing pressure of sewage, the cavity of the water distributor box between the first water baffle (2) and the second water baffle (7) is provided with a water distribution structure for controlling water inflow, and the top of the water distribution structure is fixedly connected with a filter screen (4) and an anti-blocking mechanism.
2. The water separator device capable of accurately controlling the water inlet proportion according to claim 1, wherein: the water diversion structure comprises limiting plates arranged at two sides of the bottom of the inner cavity of the water diverter box body, the tops of the two limiting plates are respectively connected with a first overflow weir plate (3) and a second overflow weir plate (5) in a sliding way through a square groove, the surfaces of the first overflow weir plate (3) and the second overflow weir plate (5) are both provided with evenly distributed overflow weir mouths (10), two ends of the two limiting plates are respectively provided with a U-shaped groove (11) for controlling the first overflow weir plate (3) and the second overflow weir plate (5) to lift through bolts, the anti-blocking mechanism comprises a waterproof electric push rod (12) fixed at the top of the water distributor box body, the bottom end of the piston rod of the waterproof electric push rod (12) penetrates through and extends to the inner cavity of the water separator box body, the bottom fixedly connected with of waterproof electric push rod (12) piston rod prevents stifled frame (13), prevents stifled frame (13) middle for long board and both sides all are connected with the push rod that extends to overflow weir crest (10) inner chamber.
3. The water separator device capable of accurately controlling the water inlet proportion according to claim 1, wherein: a sewage mixing cavity is partitioned between the two limiting plates and the filter screen (4), and the water outlet (6) is communicated with the sewage mixing cavity.
4. The water separator device capable of accurately controlling the water inlet proportion according to claim 1, wherein: the water baffle (2) and the overflow weir plate (3) are positioned on one side of the water distributor box body, and the middle of the water baffle is partitioned to form a left water inlet cavity.
5. The water separator device capable of accurately controlling the water inlet proportion according to claim 1, wherein: the second water baffle (7) and the second overflow weir plate (5) are positioned at the other side of the water distributor box body, and the middle part of the water distributor box body is partitioned by a right water inlet cavity.
6. The water separator device capable of accurately controlling the water inlet proportion according to claim 1, wherein: gaps exist between the bottoms of the first water baffle (2) and the second water baffle (7) and the bottom of the water separator box body, and the gap area is controlled by the size of the inflow water.
7. The water separator device capable of accurately controlling the water inlet proportion according to claim 2, wherein: the surface of the first overflow weir plate (3) and the surface of the second overflow weir plate (5) are fixedly connected with flow graduated scales (9).
8. A method for adjusting a water separator device capable of accurately controlling a water inlet ratio is characterized by comprising the following steps: the method comprises the following steps:
step one, a water sample A enters the front end of a water baffle plate (2) through a water inlet (1), sewage is released at the front end of the water baffle plate (2), after passing through the water baffle plate (2), a water body passing through a gap below the water baffle plate (2) tends to be stable, the water level continuously rises along with continuous inflow, when the water level rises to the bottom of a weir opening of an overflow weir plate (3), the water body starts to flow out through an overflow weir opening (10), and when the water depth at the weir opening tends to be stable, the passing water quantity is also constant, and similarly, a water sample B also enters a water distributor in the same way with the fixed water quantity;
step two, when the water sample A and the water sample B fall into a filter screen (4) above a water outlet (6) through respective overflow weir crest (10) at a stable flow rate, the filter screen (4) continuously filters impurities contained in the water body, so that the water sample entering the subsequent treatment keeps an impurity-free state, after the sewage passes through the filter screen (4), two sewage flows are fully mixed in a middle cavity, and then enter the subsequent treatment equipment through the water outlet (6);
step three, when the inflow flow of the water sample A and the water sample B needs to be changed, the height of an overflow weir plate is controlled by adjusting U-shaped grooves (11) at two sides of a first overflow weir plate (3) and a second overflow weir plate (5), so that the water depth on a weir is changed, after the water body is stabilized, the flow passing through the weir plates is observed through a flow scale (9) in the middle of a weir crest, the flow is gradually adjusted until the two inflows are stabilized to a set flow, after the adjustment is finished, the first overflow weir plate (3) and the second overflow weir plate (5) are fixed through bolts, the flow is stable, so that the inflow proportion is controlled by controlling the inflow water, when the water sample A and the water sample B are used, the anti-blocking frame (13) works intermittently, the initial stroke point is the bottom of the overflow weir crest (10), then a time threshold value is set, sewage is discharged by starting regularly, the anti-water-blocking push rod (12) is started to drive the anti-blocking frame (13) to move in the water separator box body, push rods on two sides of the anti-blocking frame (13) move up and down in the overflow weir crest (10) to push out the blocked dirt for dredging.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114632373A (en) * | 2022-02-28 | 2022-06-17 | 东南大学 | Multistage adjustable surface area type water distribution device and water distribution method |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1411879A (en) * | 1972-04-27 | 1975-10-29 | Ecodyne Corp | Water treating apparatus |
| CN204626348U (en) * | 2015-05-11 | 2015-09-09 | 合肥市市政设计院有限公司 | For the adjustable weir plate that adjust flux distributes |
| CN106384556A (en) * | 2016-08-30 | 2017-02-08 | 上海交通大学 | Rapid direction switching device for air streams |
| CN107883100A (en) * | 2017-12-14 | 2018-04-06 | 苏州众能医疗科技有限公司 | Water knockout drum and the water system for configuring the water knockout drum |
| CN207760085U (en) * | 2017-12-11 | 2018-08-24 | 鞍钢股份有限公司 | A kind of trade effluent greasy dirt separator box |
| CN209322621U (en) * | 2018-12-26 | 2019-08-30 | 四川省乐山锐丰冶金有限公司 | A kind of integrated wastewater treatment plant |
| CN110204103A (en) * | 2019-07-10 | 2019-09-06 | 中国市政工程华北设计研究总院有限公司 | Suspension media layer filtration system based on hydraulic flow state stratification |
| CN210710807U (en) * | 2019-08-30 | 2020-06-09 | 杭州沁霖生态科技有限公司 | Water diversion device |
| CN212050740U (en) * | 2020-02-25 | 2020-12-01 | 中冶赛迪技术研究中心有限公司 | Integrated AO biofilm reactor |
| CN112359942A (en) * | 2020-09-28 | 2021-02-12 | 安徽普氏生态环境工程有限公司 | Water separator device capable of accurately adjusting flow and adjusting method |
| CN212655540U (en) * | 2020-07-17 | 2021-03-05 | 辽宁特力环保科技有限公司 | Multi-strand water flow mixing and shunting device |
-
2021
- 2021-08-31 CN CN202111015816.8A patent/CN113735202A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1411879A (en) * | 1972-04-27 | 1975-10-29 | Ecodyne Corp | Water treating apparatus |
| CN204626348U (en) * | 2015-05-11 | 2015-09-09 | 合肥市市政设计院有限公司 | For the adjustable weir plate that adjust flux distributes |
| CN106384556A (en) * | 2016-08-30 | 2017-02-08 | 上海交通大学 | Rapid direction switching device for air streams |
| CN207760085U (en) * | 2017-12-11 | 2018-08-24 | 鞍钢股份有限公司 | A kind of trade effluent greasy dirt separator box |
| CN107883100A (en) * | 2017-12-14 | 2018-04-06 | 苏州众能医疗科技有限公司 | Water knockout drum and the water system for configuring the water knockout drum |
| CN209322621U (en) * | 2018-12-26 | 2019-08-30 | 四川省乐山锐丰冶金有限公司 | A kind of integrated wastewater treatment plant |
| CN110204103A (en) * | 2019-07-10 | 2019-09-06 | 中国市政工程华北设计研究总院有限公司 | Suspension media layer filtration system based on hydraulic flow state stratification |
| CN210710807U (en) * | 2019-08-30 | 2020-06-09 | 杭州沁霖生态科技有限公司 | Water diversion device |
| CN212050740U (en) * | 2020-02-25 | 2020-12-01 | 中冶赛迪技术研究中心有限公司 | Integrated AO biofilm reactor |
| CN212655540U (en) * | 2020-07-17 | 2021-03-05 | 辽宁特力环保科技有限公司 | Multi-strand water flow mixing and shunting device |
| CN112359942A (en) * | 2020-09-28 | 2021-02-12 | 安徽普氏生态环境工程有限公司 | Water separator device capable of accurately adjusting flow and adjusting method |
Non-Patent Citations (1)
| Title |
|---|
| 赵凌栋: ""生态净水堰填料系统试验研究"", 《中国优秀硕士学位论文全文数据库工程科技Ⅰ辑》 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114632373A (en) * | 2022-02-28 | 2022-06-17 | 东南大学 | Multistage adjustable surface area type water distribution device and water distribution method |
| CN114632373B (en) * | 2022-02-28 | 2023-09-26 | 东南大学 | Multistage adjustable surface-area type water distribution device and water distribution method |
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Application publication date: 20211203 |