CN112174326A - Double-baffle plate air release backflow channel and biochemical reactor using same - Google Patents

Double-baffle plate air release backflow channel and biochemical reactor using same Download PDF

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Publication number
CN112174326A
CN112174326A CN202011192049.3A CN202011192049A CN112174326A CN 112174326 A CN112174326 A CN 112174326A CN 202011192049 A CN202011192049 A CN 202011192049A CN 112174326 A CN112174326 A CN 112174326A
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baffle
channel
fluid
plate
flow
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Chinese (zh)
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任天奇
徐旭
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Beijing Bohuite Environmental Technology Co ltd
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Beijing Bohuite Environmental Technology Co ltd
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Priority to CN202011192049.3A priority Critical patent/CN112174326A/en
Publication of CN112174326A publication Critical patent/CN112174326A/en
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    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/30Aerobic and anaerobic processes
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • C02F2101/10Inorganic compounds
    • C02F2101/16Nitrogen compounds, e.g. ammonia
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2203/00Apparatus and plants for the biological treatment of water, waste water or sewage
    • C02F2203/006Apparatus and plants for the biological treatment of water, waste water or sewage details of construction, e.g. specially adapted seals, modules, connections

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  • Life Sciences & Earth Sciences (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Microbiology (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)

Abstract

The utility model relates to a biochemical reactor of two baffles gassing return channel and applied this kind of passageway, it includes the passageway bottom plate, passageway left baffle and passageway right baffle have set firmly on the passageway bottom plate, passageway left baffle and passageway right baffle length setting direction all are along fluid flow direction, there is the distance between passageway left baffle and the passageway right baffle, baffle and flow distribution plate have set firmly between passageway left baffle and the passageway right baffle, there is the distance between baffle one end and the passageway bottom plate near the passageway bottom plate, along fluid flow direction flow distribution plate is located the baffle rear, the horizontal elevation of flow distribution plate near passageway bottom plate one end is less than the horizontal elevation of baffle near passageway bottom plate one end, the horizontal elevation of flow distribution plate far away from passageway bottom plate one end is higher than the baffle near passageway bottom plate one end horizontal elevation and is less than the horizontal elevation of fluid level face department. The method has the advantages of reducing bubbles carried in the large-proportion reflux quantity of the fluid, reducing the damage to the anoxic environment in the bioreactor, and improving the removal effect of the process on nitrogen.

Description

Double-baffle plate air release backflow channel and biochemical reactor using same
Technical Field
The application relates to the field of water treatment technology, in particular to a double-baffle air release backflow channel and a biochemical reactor using the same.
Background
At present, in the conventional A O sewage biochemical treatment process, three pool body areas with different characteristics and functions of anaerobic property, anoxic property and aerobic property are always arranged. Wherein the anaerobic zone is a non-aerobic zone of the biological reaction tank and is an area without nitrate or nitrite, and the phosphorus-accumulating microorganisms carry out the processes of absorbing organic matters and releasing phosphorus in the anaerobic zone; the anoxic zone is a non-aerobic zone of the biological reaction tank and is an area where nitrate or nitrite exists, and denitrification reaction can be carried out when sufficient organic matters are obtained; the aerobic zone is an oxygen charging zone of the biochemical reaction tank, the oxygen content in water is usually up to more than 1.0mg/L through aeration, and microorganisms in the zone can carry out degradation and nitration reactions of organic matters. The three areas are mutually matched, so that the sewage can complete the process of removing nitrogen and phosphorus and reducing pollutants such as BOD, COD and the like.
According to the above requirement for dissolved oxygen, the anaerobic zone and the anoxic zone cannot be oxygenated, and nitrate nitrogen is produced by the aerobic reaction, while the denitrification is completed in the anoxic zone and a certain amount of organic matter is required, so that the nitrate nitrogen produced in the aerobic zone needs to be returned to the anoxic zone. In the conventional design at present, the reflux amount of nitrifying liquid is generally 100-300% due to the limitation of reflux equipment, and the energy consumption is large.
For example, in a biochemical process without strict zoning such as an oxidation ditch, oxygen in a flowing aerobic zone of water is easily brought into an anoxic zone, so that the anoxic zone is difficult to form a stable anoxic environment, and therefore, although a certain denitrification effect is achieved, the achievement of the stable denitrification effect is difficult to achieve.
In the related technology, air lifting equipment with a large section and a low lift is adopted to promote the reflux of the nitrified liquid, but meanwhile, the air lifting mode is adopted, so that part of bubbles can be carried in the nitrified liquid.
In view of the above-mentioned related technologies, the inventor believes that a large proportion of nitrifying liquid reflux carries excessive dissolved oxygen into an anoxic zone in the reflux process, and destroys the anoxic environment of a biochemical reactor, thereby affecting the nitrogen removal effect of the process.
Disclosure of Invention
In order to improve the defect that a large amount of bubbles can be carried into an anoxic zone in the reflux process of a large proportion of nitrified liquid, the anoxic environment of a biochemical reactor is damaged, and the nitrogen removal effect of the process is further influenced, the application provides a double-baffle gas release reflux channel and the biochemical reactor applying the same.
In a first aspect, the application provides a double-baffle plate outgassing return channel, which adopts the following technical scheme:
the utility model provides a two baffle gassing return channel, including the passageway bottom plate, fixed passageway left baffle and the right baffle of passageway of being provided with on the passageway bottom plate, passageway left baffle and the right baffle length setting direction of passageway all comply with fluid flow direction, there is the distance between passageway left baffle and the passageway right baffle, fixed fender stream board and the flow distribution plate of being provided with between passageway left baffle and the passageway right baffle, keep off stream board and have the distance between being close to passageway bottom plate one end and the passageway bottom plate, along fluid flow direction flow distribution plate position in fender stream board rear, the horizontal elevation that the flow distribution plate is close to passageway bottom plate one end is less than the horizontal elevation that the flow distribution plate is close to passageway bottom plate one end, the horizontal elevation that the flow distribution plate was kept away from passageway bottom plate one end is higher than the horizontal elevation that fender stream board is close to passageway bottom plate one end, the horizontal elevation that the.
By adopting the technical scheme, the channel bottom plate, the channel left baffle and the channel right baffle form a frame structure of the double-baffle air release backflow channel, fluid flows into the double-baffle air release backflow channel, and when the fluid flows to the flow baffle, the fluid is blocked and guided by the flow baffle, part of the fluid flows to a gap reserved between the bottom of the flow baffle and the channel bottom plate, the flow velocity of the fluid is gradually increased due to the gradually contracted water passing section, and the velocity gradient of the fluid is increased when the flow velocity of the fluid is increased due to different densities of the liquid and the gas; when the fluid speed changes and simultaneously changes the fluid flow direction, bubbles in the fluid can escape, so when the fluid meets the flow dividing plate after passing through the gap between the flow blocking plate and the channel bottom plate, the flow dividing plate divides the fluid, and the effect of changing the fluid flow direction is achieved. The method and the device have the advantages that bubbles carried in the large-proportion reflux quantity of the fluid are reduced, damage to an anoxic environment in the biochemical reactor is reduced, and the nitrogen removal effect of the process is improved.
Optionally, the flow baffle is arranged obliquely, and the arrangement direction is arranged obliquely downwards along the direction close to the flow distribution plate.
Through adopting above-mentioned technical scheme, the direction of fender stream board slope just in time follows the fluid flow direction, fluid flow reaches fender stream board department, some fluid is complied with fender stream board slope downstream, pass the interval that leaves between fender stream board bottom and the passageway bottom plate then, thereby change fluidic speed gradient, compare the mode of setting up of fender stream board perpendicular earth's surface, the fender stream board that the slope set up can be better leads the fluid drainage, reduce the clash of fender stream board and fluid, the life of extension fender stream board, increase the fluid velocity of flow gradually when reducing fluid wave flower and swash.
Optionally, a horizontal elevation of one end of the flow baffle, which is far away from the channel bottom plate, is higher than a horizontal elevation of a fluid level surface.
By adopting the technical scheme, the liquid flowing to the flow baffle plate is limited and guided by the flow baffle plate, so that all the liquid can only flow to the space between the bottom of the flow baffle plate and the channel bottom plate, all the liquid is subjected to the change of the velocity gradient, and the release amount of bubbles in the liquid is improved.
Optionally, the flow dividing plate is arranged obliquely, and the arrangement direction is arranged obliquely upwards along the fluid flowing direction.
By adopting the technical scheme, the flow distribution plate and the flow baffle plate are opposite in inclination direction, so that the effect of changing the direction of the fluid passing through the space between the bottom of the flow baffle plate and the channel bottom plate is just achieved, namely the flowing direction of the fluid is changed, and bubbles in the fluid are better released in cooperation with the change of the fluid speed.
Optionally, a distance exists between one end of the splitter plate close to the channel bottom plate and the channel bottom plate.
Through adopting above-mentioned technical scheme, the fluid that passes between fender flow board bottom and the passageway bottom plate receives the reposition of redundant personnel effect of flow distribution plate, a part of fluid flow direction is to the interval department between flow distribution plate bottom and the passageway bottom plate, the water section that contracts once more makes the fluid velocity of flow increase once more, be favorable to the release of bubble in the fluid, and prevent passageway bottom plate deposit silt, another part of fluid is followed the slope trend of flow distribution plate and is upwards circulated, the velocity of flow reduces gradually at the flow in-process, get closer to fluid liquid level department this moment, fluid and atmospheric area of contact have been increased, be convenient for in the fluid bubble better in the dissipation to the atmosphere, the flow direction changes when the fluid that continues to flow overturns the flow distribution plate, reach the effect of further release.
Optionally, the flow baffle has a projection point on the splitter plate in accordance with the self-inclination direction.
By adopting the technical scheme, the distance between the flow baffle and the splitter plate is limited by the arrangement mode that the flow baffle follows the self inclination direction and has the projection point on the splitter plate, so that fluid flowing along the inclination direction of the flow baffle impacts the splitter plate, the flow baffle and the splitter plate are convenient to use in a matched manner, the flow rate of the fluid is enhanced, the flowing direction of the fluid is changed, and the release degree of bubbles in the fluid is enhanced.
Optionally, the channel left baffle and the channel right baffle are arranged in parallel with each other along the fluid flow direction.
By adopting the technical scheme, the left channel baffle and the right channel baffle which are arranged in parallel enable the whole double-baffle air release backflow channel to be more regular and tidy, and the occupied area is reduced.
Optionally, the channel left baffle and the channel right baffle are gradually arranged in a close manner along the fluid flowing direction.
Through adopting above-mentioned technical scheme, rivers flow in two baffle gassing return channels, because left baffle and passageway right baffle are along the fluid flow direction and be the form setting of drawing close gradually, make the flowing water section of rivers diminish gradually, have increased the rivers velocity of flow then, provide the speed condition for the release of bubble in the rivers.
In a second aspect, the present application provides a biochemical reactor, which adopts the following technical scheme:
a biochemical reactor comprising the dual baffle outgassing return channel of any of claims 1-8.
By adopting the technical scheme, the anoxic environment of the biochemical reactor is protected, and the nitrogen removal effect of the process is improved.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the flow baffle plate and the flow distribution plate are matched for use, so that the speed gradient of liquid is increased, and when the flowing direction is changed, bubbles in the fluid can escape, so that the bubbles carried in the large-proportion backflow amount of the fluid are reduced, the damage to the anoxic environment in the biochemical reactor is reduced, and the nitrogen removal efficiency of the process is improved;
2. the flow baffle and the splitter plate are arranged in an inclined mode, so that the fluid flow path is prolonged, the fluid flow direction is fully changed, the fluid flow speed is enhanced, and bubbles in the fluid are more fully released.
Drawings
FIG. 1 is a top view of the overall structure of an embodiment of the present application;
FIG. 2 is a cross-sectional view taken at A-A of FIG. 1;
FIG. 3 is a top view of the whole structure of embodiment 2;
FIG. 4 is a flow diagram of a biochemical reactor.
Description of reference numerals: 1. a channel floor; 11. a channel left baffle; 12. a channel right baffle; 13. a flow baffle plate; 14. a flow distribution plate; 2. a first chamber; 3. a second chamber; 4. a third chamber; 5. a first overflow aperture; 6. a second overflowing hole; 7. a third overflowing hole; 8. an aerobic zone; 9. an anoxic zone.
Detailed Description
The present application is described in further detail below with reference to figures 1-4.
Example 1:
the embodiment of the application discloses a double-baffle air release backflow channel.
Referring to fig. 1 and 2, the double-baffle air release backflow channel comprises a channel bottom plate 1, wherein the length direction of the channel bottom plate 1 conforms to the fluid flowing direction, a channel left baffle 11 and a channel right baffle 12 are fixedly arranged on the channel bottom plate 1, the channel left baffle 11 and the channel right baffle 12 are respectively positioned at positions close to the long edge of the channel bottom plate 1, the length directions of the channel left baffle 11 and the channel right baffle 12 are arranged along the fluid flowing direction, and the channel bottom plate 1, the channel left baffle 11 and the channel right baffle 12 form a frame structure of the double-baffle air release backflow channel; a flow baffle plate 13 and a flow distribution plate 14 are arranged between the channel left baffle plate 11 and the channel right baffle plate 12, the flow baffle plate 13 and the flow distribution plate 14 are matched with a frame structure of the double-baffle plate air release backflow channel to promote bubbles carried in fluid to be released, so that the bubbles carried in the large-proportion backflow amount of the fluid are reduced, the damage to the anoxic environment in the biochemical reactor is reduced, and the nitrogen removal effect of the process is improved.
Referring to fig. 1 and 2, a channel bottom plate 1 is horizontally arranged, a channel left baffle 11 and a channel right baffle 12 are opposite to each other and are vertically arranged, and a flow baffle 13 is positioned in front of a splitter plate 14 along the direction opposite to the fluid flow. One end of the flow baffle 13 is fixedly connected with the channel left baffle 11, the other end of the flow baffle 13 is fixedly connected with the channel right baffle 12, the flow baffle 13 is obliquely arranged in the vertical direction, one end of the flow baffle 13, which is far away from the bottom of the channel, is obliquely arranged in the direction of being far away from the flow distribution plate 14, a distance exists between the bottom end of the flow baffle 13 and the channel bottom plate 1, and the top end of the flow baffle 13 is positioned above a fluid water line. One end of the splitter plate 14 is fixedly connected with the channel left baffle 11, the other end of the splitter plate is fixedly connected with the channel right baffle 12, the splitter plate 14 is integrally arranged in an inclined manner in the vertical direction, the top end of the splitter plate 14 is arranged in an inclined manner in the direction far away from the flow baffle 13, at the moment, the splitter plate 14 and the flow baffle 13 are integrally in a horn mouth shape, namely, the horizontal distance between the splitter plate 14 and the flow baffle 13 at the position close to the fluid water level line is gradually reduced towards the direction close to the channel bottom plate 1; the level of the top end of the diversion plate 14 is higher than the level of the bottom of the baffle plate 13 but still below the water level, and a distance is left between the bottom end of the diversion plate 14 and the channel bottom plate 1.
The projection of the flow baffle 13 along the self-inclined direction falls on the splitter plate 14, so that the distance between the flow baffle 13 and the splitter plate 14 is not too far, and the flow baffle 13 and the splitter plate 14 can be conveniently matched for use.
In order to facilitate understanding, in this embodiment, it is specified that the distance reserved between the bottom end of the flow baffle 13 and the channel bottom plate 1 and the space formed by the channel left baffle 11 and the channel right baffle 12 are the first overflowing holes 5, the distance reserved between the top of the flow baffle 14 and the water level line and the space formed by the channel left baffle 11 and the channel right baffle 12 are the second overflowing holes 6, and the same distance reserved between the flow baffle 14 and the channel bottom plate 1 and the space formed by the channel left baffle 11 and the channel right baffle 12 are the third overflowing holes 7; the side of the baffle plate 13 departing from the splitter plate 14 in the return channel is defined as a first chamber 2, the space between the baffle plate 13 and the splitter plate 14 is defined as a second chamber 3, and the side of the splitter plate 14 departing from the baffle plate 13 is defined as a third chamber 4.
The air release principle is as follows: as the liquid and gas densities differ, increasing the flow rate increases the velocity gradient of the liquid and bubbles can escape when the direction of fluid flow is changed. The integral structure of the double-baffle air release return channel increases the retention time of liquid; controlling the flow rate of the fluid, wherein the smaller the flow rate, the smaller the amount of entrained bubbles; controlling the liquid level of the fluid, wherein the liquid level is low or the retention time in the vertical direction is short, so that the retention time of bubbles in the liquid is shortened, and the time for oxygen in the bubbles to form dissolved oxygen in water is also shortened; the larger the flow velocity of the fluid, the larger the diameter of the bubbles entrained in the fluid, and the larger the bubbles easily carry away small bubbles which are difficult to escape. In conclusion, the air bubbles in the fluid are released mainly from the structural modeling of the double-baffle air release backflow channel and the change of the flow rate and direction of the fluid, so that dissolved oxygen formed by oxygen in the air bubbles in water is weakened, the air bubbles carried in a large proportion of backflow amount of the fluid are reduced, the damage to the anoxic environment in the biochemical reactor is reduced, and the nitrogen removal effect of the process is improved.
When fluid flows to the first chamber 2, the fluid contacts the flow baffle 13 first, conforms to the inclination direction of the flow baffle 13, and gradually flows to the first overflowing hole 5, at the moment, the gradually contracted overflowing section enables the flow velocity of the fluid to be gradually increased, wherein part of the fluid passes through the first overflowing hole 5 and enters the second chamber 3 in accordance with the inclination trend of the flow distribution plate 14, in the flowing process of the part of the fluid, the flow velocity of the fluid is gradually reduced, a velocity difference is generated at the first overflowing hole 5, the flowing direction of the fluid is changed, and the velocity and the direction of the fluid are simultaneously changed, so that the release effect of bubbles in the fluid is improved. Meanwhile, the second cavity 3 is integrally in a horn mouth shape, so that the contact area of liquid and the atmosphere is increased, bubbles are convenient to better dissipate to the atmosphere, then the part of the fluid subjected to air release flows into the third cavity 4 through the second through hole 6, the third cavity 4 is a gentle area, the flow direction of the fluid changes when the fluid turns over the flow distribution plate 14, and the effect of further releasing the bubbles is achieved.
The other part of the fluid enters the third chamber 4 through the third overflowing hole 7, the flow velocity of the fluid is gradually increased at the third overflowing hole 7 due to the gradually contracted overflowing section, the fluid flows in a scattered manner into the third chamber 4 after passing through the third overflowing hole 7, the effect of changing the flow velocity and the direction of the fluid is achieved, bubbles with different sizes originally exist in the fluid, the fluid drives large bubbles to flow under the lifting of the flow velocity, the large bubbles have an adsorption effect on micro bubbles, the bundling effect is easy to occur, the release of the small bubbles is benefited after the fluid enters the third chamber 4, and finally the effect of improving the release amount of the bubbles in the fluid is achieved.
The implementation principle of the double-baffle air release backflow channel in the embodiment of the application is as follows: the fluid flows into the first chamber 2 and is limited and guided by the baffle plate 13, so that the fluid flows to the first overflowing hole 5, the speed of the fluid is increased at the first overflowing hole 5, at the moment, a part of the fluid enters the second chamber 3 after passing through the first overflowing hole 5, and then the fluid is limited and guided by the flow dividing plate 14 to pass through the second overflowing hole 6 and enter the third chamber 4, the flow path of the part of the fluid is S-shaped, the flow direction changes for many times while the speed changes, and bubbles in the fluid are more fully released into the atmosphere; in addition, a part of fluid directly flows to the third overflowing hole 7 and then enters the third chamber 4, the fluid at the third overflowing hole 7 is accelerated, flows to the fourth diffusion part after entering the third chamber 4, and the bubbles in the fluid are diffused to the atmosphere by changing the speed and the direction of the fluid, so that the bubbles carried in the large-proportion backflow amount of the fluid are reduced, the damage to the anoxic environment in the biochemical reactor is reduced, and the nitrogen removal effect of the process is improved.
The embodiment of the application also discloses a biochemical reactor.
Referring to fig. 4, a biochemical reactor includes a double-baffle gas release return channel, an aerobic zone 8 and an anoxic zone 9, and the aerobic zone 8, the double-baffle gas release return channel and the anoxic zone 9 are sequentially communicated in a fluid flow direction.
The implementation principle of the biochemical reactor in the embodiment of the application is as follows: the fluid processed in the aerobic zone 8 enters the double-baffle gas release backflow channel, most of bubbles are released in the double-baffle gas release backflow channel and then flow into the anoxic zone 9, so that the bubbles carried in the large-proportion backflow amount of the fluid are reduced, the damage to the anoxic environment in the biochemical reactor is reduced, and the nitrogen removal effect of the process is improved.
Example 2:
referring to fig. 3, different from embodiment 1, the left channel baffle 11 and the right channel baffle 12 are disposed at an angle, and the distance between the left channel baffle 11 and the right channel baffle 12 is gradually reduced in accordance with the flowing direction of the fluid, and the gradually reduced water passing cross section gradually increases the speed of the fluid flowing in the backflow channel, and the flow baffle 13 and the splitter plate 14 are matched to change the direction of the fluid, so as to increase the release amount of bubbles in the fluid and improve the nitrogen removal effect of the process.
The implementation principle of the double-baffle air release backflow channel in the embodiment of the application is as follows: the fluid flows into the first chamber 2 and is limited and guided by the baffle plate 13, so that the fluid flows to the first overflowing hole 5, the speed of the fluid is increased at the first overflowing hole 5, at the moment, a part of the fluid enters the second chamber 3 after passing through the first overflowing hole 5, and then the fluid is limited and guided by the flow dividing plate 14 to pass through the second overflowing hole 6 and enter the third chamber 4, the flow path of the part of the fluid is S-shaped, the flow direction changes for many times while the speed changes, and bubbles in the fluid are more fully released into the atmosphere; in addition, a part of fluid directly flows to the third overflowing hole 7 and then enters the third chamber 4, the fluid at the third overflowing hole 7 is accelerated, the fluid flows to the fourth scattering part after entering the third chamber 4, bubbles in the fluid are scattered to the atmosphere by changing the speed and the direction of the fluid, and in the whole flowing process of the fluid, the left channel baffle plate 11 and the right channel baffle plate 12 are arranged in a mode of being close to each other along the flowing direction of the fluid, so that the whole flowing speed of the fluid is gradually accelerated, the change of the fluid speed is further provided, the bubbles carried in the large-proportion backflow quantity of the fluid are finally reduced, the damage to the anoxic environment in the biochemical reactor is reduced, and the nitrogen removal effect of the process is improved.
The embodiment of the application also discloses a biochemical reactor.
Referring to fig. 4, a biochemical reactor includes a double-baffle gas release return channel, an aerobic zone 8 and an anoxic zone 9, and the aerobic zone 8, the double-baffle gas release return channel and the anoxic zone 9 are sequentially communicated in a fluid flow direction.
The device can also be matched with multiple groups, namely the aerobic zone 8, the double-baffle plate air release backflow channel and the anoxic zone 9 form one group, and the multiple groups are continuously matched for use; can also be used with external lifting equipment.
The implementation principle of the biochemical reactor in the embodiment of the application is as follows: the fluid processed in the aerobic zone 8 enters the double-baffle gas release backflow channel, most of bubbles are released in the double-baffle gas release backflow channel and then flow into the anoxic zone 9, so that the bubbles carried in the large-proportion backflow amount of the fluid are reduced, the damage to the anoxic environment in the biochemical reactor is reduced, and the nitrogen removal effect of the process is improved.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (9)

1. The utility model provides a two baffle outgas return channel which characterized in that: comprises a channel bottom plate (1), a channel left baffle (11) and a channel right baffle (12) are fixedly arranged on the channel bottom plate (1), the length setting directions of the channel left baffle (11) and the channel right baffle (12) are both compliant with the fluid flow direction, a distance exists between the channel left baffle (11) and the channel right baffle (12), a flow baffle plate (13) and a splitter plate (14) are fixedly arranged between the channel left baffle (11) and the channel right baffle (12), a distance exists between one end of the flow baffle plate (13) close to the channel bottom plate (1) and the channel bottom plate (1), the splitter plate (14) is positioned behind the flow baffle plate (13) along the fluid flow direction, the horizontal elevation of one end of the splitter plate (14) close to the channel bottom plate (1) is lower than that of the flow baffle plate (13) close to the channel bottom plate (1), the horizontal elevation of one end of the splitter plate (14) far away from the channel bottom plate (1) is higher than that of the flow baffle plate (13) close to the, meanwhile, the horizontal elevation of one end of the flow distribution plate (14) far away from the channel bottom plate (1) is lower than the horizontal elevation of the liquid level surface of the fluid.
2. The dual baffle outgassing return channel of claim 1, wherein: the flow baffle plate (13) is obliquely arranged, and the arrangement direction of the flow baffle plate is obliquely and downwards arranged along the direction close to the flow distribution plate (14).
3. The dual baffle outgassing return channel of claim 1, wherein: the level elevation of one end of the flow baffle (13) far away from the channel bottom plate (1) is higher than the level elevation of the liquid level surface of the fluid.
4. The dual baffle outgassing return channel of claim 2, wherein: the flow distribution plate (14) is obliquely arranged, and the arrangement direction of the flow distribution plate is obliquely upwards arranged along the fluid flowing direction.
5. The dual baffle outgassing return channel of claim 4, wherein: and a distance exists between one end of the flow distribution plate (14) close to the channel bottom plate (1) and the channel bottom plate (1).
6. The dual baffle outgassing return channel of claim 5, wherein: the flow baffle plate (13) conforms to the self-inclination direction and has a projection point on the flow distribution plate (14).
7. The dual baffle outgassing return channel of claim 1, wherein: the channel left baffle (11) and the channel right baffle (12) are arranged in parallel with each other along the flowing direction of the fluid.
8. The dual baffle outgassing return channel of claim 1, wherein: the channel left baffle (11) and the channel right baffle (12) are arranged in a gradually closing manner along the flowing direction of the fluid.
9. A biochemical reactor, characterized by: comprising the dual baffle outgassing return channel of any of claims 1-8.
CN202011192049.3A 2020-10-30 2020-10-30 Double-baffle plate air release backflow channel and biochemical reactor using same Pending CN112174326A (en)

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CN202011192049.3A CN112174326A (en) 2020-10-30 2020-10-30 Double-baffle plate air release backflow channel and biochemical reactor using same

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CN202011192049.3A CN112174326A (en) 2020-10-30 2020-10-30 Double-baffle plate air release backflow channel and biochemical reactor using same

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112939218A (en) * 2021-02-05 2021-06-11 北京博汇特环保科技股份有限公司 Rotational flow backflow channel and biochemical reactor

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112939218A (en) * 2021-02-05 2021-06-11 北京博汇特环保科技股份有限公司 Rotational flow backflow channel and biochemical reactor

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