CN105771335A - Mechanical stirring clarification pool and clarification method - Google Patents
Mechanical stirring clarification pool and clarification method Download PDFInfo
- Publication number
- CN105771335A CN105771335A CN201410818735.5A CN201410818735A CN105771335A CN 105771335 A CN105771335 A CN 105771335A CN 201410818735 A CN201410818735 A CN 201410818735A CN 105771335 A CN105771335 A CN 105771335A
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- China
- Prior art keywords
- water
- chamber
- reative cell
- body refuse
- sewage
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- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
A mechanical stirring clarification pool and a clarification method are disclosed. The coagulation treatment process of water and wastewater comprises three stages: mixing of water and agentia, reaction and separation of flocculate and water. The clarification pool is special equipment for integrating the above three stages. The mechanical stirring clarification pool comprises a pool body. A mechanical stirrer (11) is arranged at the middle of the pool body. A diversion chamber is arranged at the left side of the mechanical stirrer. A diversion plate (5) is arranged inside the diversion chamber. Chemical feed pipes (4) are arranged at two sides of the mechanical stirrer. The chemical feed pipes are arranged next to catch basins (3). A sewage concentration chamber (1) is arranged below the left catch basin. A separation chamber (12) is arranged inside the sewage concentration chamber. The side face of the sewage concentration chamber is provided with a sewage draining exit. The middle of the mechanical stirrer is a second reaction chamber (6). A first reaction chamber (9) is correspondingly arranged below the second reaction chamber. The first reaction chamber has an umbrella-type plate (8). A blow-off pipe has a sewage draining exit (10). The mechanical stirring clarification pool is used for mechanical stirring clarification of sewage.
Description
Technical field:
The present invention relates to a kind of accelerator and defecation method.
Background technology:
What the coagulating treatment technique of water and waste water included water and the mixing of medicament, reaction and floccule body and water separates three phases.Depositing reservoir has been exactly that above three process is in the Special Equipment of one.Playing in depositing reservoir and retaining the medium separating impurity particle effect is the body refuse in suspension.In depositing reservoir, heavy mud is lifted up and so as to be in equally distributed suspended state, forms the stabilizing active slime layer of high concentration in pond, and this layer of concentration of suspension is about 3~10g/L.Former water flows from bottom to top in depositing reservoir, and slime layer can be in dynamic balance state due to action of gravity in ascending current.When former water is by body refuse superposed layer, utilizing contact flocculation principle, the float in former water is just got off by body refuse superposed layer detention, makes water obtain clarification.Clear water is collected on depositing reservoir top.Body refuse superposed layer upflow velocity and the volume of body refuse, concentration are relevant, therefore, correctly select upflow velocity, keep good body refuse superposed layer, are the depositing reservoir primary conditions that obtain better treatment effect.
Summary of the invention:
It is an object of the invention to provide a kind of accelerator and defecation method.
Above-mentioned purpose is realized by following technical scheme:
A kind of accelerator, its composition includes: cell body, on described cell body, middle has mechanical agitator, on the left of described mechanical agitator, there is diversion chamber, in described diversion chamber, there is deflector, described mechanical agitator both sides have chemical feed pipe, described chemical feed pipe abutted to water leg, described left side water leg has outlet, described right side water leg has water inlet, under described left side water leg, there is sewage concentration room, described sewage concentration indoor have separation chamber, described side, sewage concentration room has sewage draining exit, described mechanical agitator middle is the second reative cell, corresponding first reative cell under the second described reative cell, in the first described reative cell, there is umbrella shape plate, corresponding blowoff line under the first described reative cell, described blowoff line has sewage draining exit.
The defecation method of described accelerator, former water is entered the annular intake chamber of people's sectional area triangle by water inlet pipe, by the apopore below groove or gap, uniformly flows in the first reative cell;In the first reative cell, due to the stirring of agitator blade, make water and a large amount of backflow body refuse Homogeneous phase mixing, and risen to the second reative cell by the turbine on agitator, and here carried out the process that flocculation is grown up;Water flows through the diversion chamber being located at the second reative cell top surrounding, eliminate the stricture of vagina of current dynamic after enter separation chamber;In separation chamber, owing to sectional area is relatively big, water velocity slows down, and makes body refuse separate with water, and isolated water flows into water leg;The body refuse separated by separation chamber, major part is back to the first reative cell, is partially into body refuse enriched chamber;Enter the body refuse of the first reative cell with water inlet flowing;The body refuse entering body refuse enriched chamber is regularly drained, and is provided with discharge pipeline bottom depositing reservoir, and for spoil disposal, annular intake chamber top is provided with exhaustor, with the air that eliminating is brought into water.
Beneficial effect:
1. the present invention designs a mechanism stirring depositing reservoir, it is possible to the coagulating treatment technique processing water and waste water includes the mixing of water and medicament, it is possible to achieve body refuse separates with water.Separating effect is made to be improved to a great extent by mechanical agitator.And realize the separation of water and air.
Present configuration is simple, easy to operate, solves the process problem of sewage, and cost is low.
Accompanying drawing illustrates:
Accompanying drawing 1 is the structural representation of the present invention.
Detailed description of the invention:
Embodiment 1:
nullA kind of accelerator,Its composition includes: cell body,On described cell body, middle has mechanical agitator 11,There is on the left of described mechanical agitator diversion chamber 13,There is in described diversion chamber deflector 5,Described mechanical agitator both sides have chemical feed pipe 4,Described chemical feed pipe abutted to water leg 3,Described left side water leg has outlet 2,Described right side water leg has water inlet 7,Under described left side water leg, there is sewage concentration room 1,Described sewage concentration indoor have separation chamber 12,Described side, sewage concentration room has sewage draining exit,Described mechanical agitator middle is the second reative cell 6,Corresponding first reative cell 9 under the second described reative cell,In the first described reative cell, there is umbrella shape plate 8,Corresponding blowoff line under the first described reative cell,Described blowoff line has sewage draining exit 10.
Embodiment 2:
The defecation method of the accelerator according to embodiment 1, former water is entered the annular intake chamber of people's sectional area triangle by water inlet pipe, by the apopore below groove or gap, uniformly flows in the first reative cell;In the first reative cell, due to the stirring of agitator blade, make water and a large amount of backflow body refuse Homogeneous phase mixing, and risen to the second reative cell by the turbine on agitator, and here carried out the process that flocculation is grown up;Water flows through the diversion chamber being located at the second reative cell top surrounding, eliminate the stricture of vagina of current dynamic after enter separation chamber;In separation chamber, owing to sectional area is relatively big, water velocity slows down, and makes body refuse separate with water, and isolated water flows into water leg;The body refuse separated by separation chamber, major part is back to the first reative cell, is partially into body refuse enriched chamber;Enter the body refuse of the first reative cell with water inlet flowing;The body refuse entering body refuse enriched chamber is regularly drained, and is provided with discharge pipeline bottom depositing reservoir, and for spoil disposal, annular intake chamber top is provided with exhaustor, with the air that eliminating is brought into water.
Claims (2)
1. an accelerator, its composition includes: cell body, it is characterized in that: on described cell body, middle has mechanical agitator, on the left of described mechanical agitator, there is diversion chamber, in described diversion chamber, there is deflector, described mechanical agitator both sides have chemical feed pipe, described chemical feed pipe abutted to water leg, described left side water leg has outlet, described right side water leg has water inlet, under described left side water leg, there is sewage concentration room, described sewage concentration indoor have separation chamber, described side, sewage concentration room has sewage draining exit, described mechanical agitator middle is the second reative cell, corresponding first reative cell under the second described reative cell, in the first described reative cell, there is umbrella shape plate, corresponding blowoff line under the first described reative cell, described blowoff line has sewage draining exit.
2. utilize a defecation method for accelerator described in claim 1, it is characterized in that: former water is entered the annular intake chamber of people's sectional area triangle by water inlet pipe, by the apopore below groove or gap, uniformly flow in the first reative cell;In the first reative cell, due to the stirring of agitator blade, make water and a large amount of backflow body refuse Homogeneous phase mixing, and risen to the second reative cell by the turbine on agitator, and here carried out the process that flocculation is grown up;Water flows through the diversion chamber being located at the second reative cell top surrounding, eliminate the stricture of vagina of current dynamic after enter separation chamber;In separation chamber, owing to sectional area is relatively big, water velocity slows down, and makes body refuse separate with water, and isolated water flows into water leg;The body refuse separated by separation chamber, major part is back to the first reative cell, is partially into body refuse enriched chamber;Enter the body refuse of the first reative cell with water inlet flowing;The body refuse entering body refuse enriched chamber is regularly drained, and is provided with discharge pipeline bottom depositing reservoir, and for spoil disposal, annular intake chamber top is provided with exhaustor, with the air that eliminating is brought into water.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201410818735.5A CN105771335A (en) | 2014-12-25 | 2014-12-25 | Mechanical stirring clarification pool and clarification method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201410818735.5A CN105771335A (en) | 2014-12-25 | 2014-12-25 | Mechanical stirring clarification pool and clarification method |
Publications (1)
Publication Number | Publication Date |
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CN105771335A true CN105771335A (en) | 2016-07-20 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201410818735.5A Withdrawn CN105771335A (en) | 2014-12-25 | 2014-12-25 | Mechanical stirring clarification pool and clarification method |
Country Status (1)
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CN (1) | CN105771335A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108046395A (en) * | 2017-12-22 | 2018-05-18 | 无锡德宝水务投资有限公司 | A kind of photovoltaic industry use in waste water treatment clarifying basin |
CN115140884A (en) * | 2021-03-29 | 2022-10-04 | 烟台金正环保科技有限公司 | High-speed reaction system and method for sewage and wastewater treatment |
-
2014
- 2014-12-25 CN CN201410818735.5A patent/CN105771335A/en not_active Withdrawn
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108046395A (en) * | 2017-12-22 | 2018-05-18 | 无锡德宝水务投资有限公司 | A kind of photovoltaic industry use in waste water treatment clarifying basin |
CN115140884A (en) * | 2021-03-29 | 2022-10-04 | 烟台金正环保科技有限公司 | High-speed reaction system and method for sewage and wastewater treatment |
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PB01 | Publication | ||
WW01 | Invention patent application withdrawn after publication | ||
WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160720 |