CN205061692U - Water treatment reactor is stabilized to mud - Google Patents
Water treatment reactor is stabilized to mud Download PDFInfo
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- CN205061692U CN205061692U CN201520721450.XU CN201520721450U CN205061692U CN 205061692 U CN205061692 U CN 205061692U CN 201520721450 U CN201520721450 U CN 201520721450U CN 205061692 U CN205061692 U CN 205061692U
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- dividing plate
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- outlet side
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Abstract
The utility model discloses a water treatment reactor is stabilized to mud, including a reactor noumenon, reactor noumenon has a water inlet and a delivery port, be equipped with at least two sets of baffle in the reactor noumenon, two sets of baffles will reactor noumenon separates into anaerobism district, good oxygen district and anoxic zone, the water inlet is located on the lateral wall in anaerobism district, the delivery port is located on the lateral wall of anoxic zone, a set of baffle includes at least one intake side baffle and water side baffle, intake the side baffle with it forms a tortuous rivers passageway to go out between the water side baffle. Separate multistage reaction zone through the baffle, can stabilize the violent mud mixde liquor who mixes of reaction zone, reduce surface in mud content, effectively stabilize mud, prevent that mud runs off, and use the baffle to intake to first order reaction district down, can strengthen the inside mass transfer, can improve the treatment effect.
Description
Technical field
The utility model relates to water-treatment technology field, particularly relates to a kind of sludge stabilization water processing reactor.
Background technology
Along with the growth of China's economic technology, the quantity discharged of dirty water and waste water sharply increases, and it is normal containing pollutents such as high-enriched organics, nitrogen, phosphorus in these dirty water and waste water, unprocessed or deal with i.e. discharge improperly the nutritive substance such as Organic Pollutants In Water, nitrogen phosphorus can be caused to exceed standard, cause the water pollution phenomenons such as eutrophication.Now, environmental problem becomes an important factor of restriction industrial development, and water prevention and cure of pollution have been subject to the extensive concern of country and various circles of society.
Current most popular water treatment method is microbial method, normally anaerobic technique is combined with aerobic process, the mode of reaction of high order pond series connection is adopted to carry out multistage process to former water, usually be all pass through pipeline communication between reaction of high order pond, the water outlet in every order reaction pond can take away a large amount of mud, a large amount of losses of mud can make the processing efficiency in reaction tank at the corresponding levels greatly decline, and the mode of hydromining pipeline enters next stage reactor, be unfavorable for contacting with microorganism in next stage reactor, unfavorable to treatment effect.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of sludge stabilization water processing reactor.
Technical solution adopted in the utility model is:
A kind of sludge stabilization water processing reactor, comprise a reactor body, described reactor body has a water-in and a water outlet, at least two group dividing plates are provided with in described reactor body, described reactor body is divided into anaerobic zone, aerobic zone and oxygen-starved area by described two groups of dividing plates, described water-in is located on the sidewall of described anaerobic zone, described water outlet is located on the sidewall of oxygen-starved area, described one group of dividing plate comprises at least one influent side dividing plate and a water outlet side dividing plate, forms the water stream channel of complications between described influent side dividing plate and described water outlet side dividing plate.
Preferably, described water-in is located at the bottom of described reactor body, the lower rim of described influent side dividing plate is against the bottom of described reactor body, the upper limb height of described water outlet side dividing plate exceeds the water surface, the lower rim of described water outlet side dividing plate, lower than the upper limb of described influent side dividing plate, is provided with gap between the lower rim of described water outlet side dividing plate and the bottom of described reactor body.
Further preferably, described water outlet side dividing plate is made up of with a vertical plate be connected with swash plate the swash plate that exceeds the water surface, and described swash plate is obliquely installed from influent side to water outlet side from top to bottom.
As another kind of embodiment, described one group of dividing plate also comprises a central dividing plate, described central dividing plate is located in the middle of described influent side dividing plate and described water outlet side dividing plate, above described influent side dividing plate, below central dividing plate and form the water stream channel of complications above described water outlet side dividing plate.
Preferably, described water-in is located at the bottom of described reactor body, the lower rim of described influent side dividing plate is against the bottom of described reactor body, the upper limb height of described central dividing plate exceeds the water surface, the upper limb of lower rim lower than described influent side dividing plate of described central dividing plate and the upper limb of described water outlet side dividing plate, be provided with gap between the lower rim of described central dividing plate and the bottom of described reactor body, the lower rim of described water outlet side dividing plate is against the bottom of described reactor body.
Further preferably, described central dividing plate is made up of with a vertical plate be connected with swash plate the swash plate that exceeds the water surface, and described swash plate is obliquely installed from influent side to water outlet side from top to bottom.
Further preferably, described water outlet side dividing plate is made up of a swash plate be connected with the bottom of described reactor body and a vertical plate be connected with swash plate, and described swash plate is obliquely installed from water outlet side to influent side from top to bottom.
Preferably, aerated conduit is equipped with bottom described aerobic zone.
Preferably, described aerobic zone is provided with reflux line, and one end of described reflux line leads to described anaerobic zone.
Preferably, described oxygen-starved area comprises reaction chamber and settling chamber, and described reaction chamber and described settling chamber are separated by dividing plate, and leave gap between bottom described dividing plate and described oxygen-starved area, described water outlet is located on the sidewall of settling chamber.
The beneficial effects of the utility model are: the utility model provides a kind of sludge stabilization water processing reactor, comprise a reactor body, described reactor body has a water-in and a water outlet, at least two group dividing plates are provided with in described reactor body, described reactor body is divided into anaerobic zone by described two groups of dividing plates, aerobic zone and oxygen-starved area, described water-in is located on the sidewall of described anaerobic zone, described water outlet is located on the sidewall of oxygen-starved area, described one group of dividing plate comprises at least one influent side dividing plate and a water outlet side dividing plate, the water stream channel of complications is formed between described influent side dividing plate and described water outlet side dividing plate.By baffle for separating reaction of high order district, the muddy water mixed solution that reaction zone acutely mixes can be settled out, reduce sludge content in water outlet, effective stabilized sludge, prevents sludge loss, and uses dividing plate to intake to next stage reaction zone, can internal mass transfer be strengthened, can treatment effect be improved.
Accompanying drawing explanation
Fig. 1 is the sludge stabilization water processing reactor front view of embodiment 1.
Fig. 2 is the sludge stabilization water processing reactor front view of embodiment 2.
Embodiment
Be clearly and completely described below with reference to embodiment and the accompanying drawing technique effect to design of the present utility model, concrete structure and generation, to understand the purpose of this utility model, characteristic sum effect fully.Obviously; described embodiment is a part of embodiment of the present utility model, instead of whole embodiment, based on embodiment of the present utility model; other embodiments that those skilled in the art obtains under the prerequisite not paying creative work, all belong to the scope of the utility model protection.In addition, all connection/annexations related in patent, not singly refer to that component directly connects, and refer to and according to concrete performance, can connect auxiliary by adding or reducing, and form more excellent draw bail.Each technical characteristic in the utility model creation, can combination of interactions under the prerequisite of not conflicting conflict.
embodiment 1:
With reference to Fig. 1, the utility model provides a kind of sludge stabilization water processing reactor, comprise a reactor body, described reactor body has a water-in and a water outlet, described water-in is connected with water feed apparatus 4, described water outlet is connected with described discharging device, at least two group dividing plates are provided with in described reactor body, described reactor body is divided into anaerobic zone 1 by described two groups of dividing plates, aerobic zone 2 and oxygen-starved area 3, described water-in is located on the sidewall of described anaerobic zone 1, described water outlet is located on the sidewall of oxygen-starved area 3, described one group of dividing plate comprises at least one influent side dividing plate 6 and a water outlet side dividing plate 7, the water stream channel of complications is formed between described influent side dividing plate 6 and described water outlet side dividing plate 7.Described water-in is located at the bottom of described reactor body, described water-in is near the bottom of described reactor body, the lower rim of described influent side dividing plate 6 is against the bottom of described reactor body, the upper limb height of described water outlet side dividing plate 7 exceeds the water surface, the lower rim of described water outlet side dividing plate 7, lower than the upper limb of described influent side dividing plate 6, is provided with gap between the lower rim of described water outlet side dividing plate 7 and the bottom of described reactor body.As preferred embodiment, described water outlet side dividing plate 7 is made up of with a vertical plate be connected with swash plate the swash plate that exceeds the water surface, and described swash plate is obliquely installed from influent side to water outlet side from top to bottom, current can be guided into dirty by swash plate.Be equipped with aerated conduit 9 bottom described aerobic zone 2, provide aerobic environment to supply aerobic microbiological existence and breeding.Described aerobic zone 2 is provided with reflux line 10, one end of described reflux line 10 leads to described anaerobic zone 1, the water of described aerobic room 2 and mud are back to described acidication room 1 by described reflux line 4 and increase flooding velocity in described acidication room 1, enhance internal mass transfer.Described oxygen-starved area 1 comprises reaction chamber 13 and settling chamber 14, described reaction chamber 13 is separated by dividing plate 11 with described settling chamber 14, gap is left between bottom described dividing plate 11 and described oxygen-starved area 3, described dividing plate 11 is utilized reaction chamber 13 and settling chamber 14 to be separated, the current that can reduce described reaction chamber 13, to the disturbance of the water of described settling chamber 14, are more conducive to suspended substance precipitation in water.Be provided with biofilm carrier 15 in described reaction chamber 13, in water, microorganism can be attached to the surface formation microbial film of described biofilm carrier 15.Described discharging device is located on the sidewall of settling chamber 14, and described discharging device comprises overflow weir 5 and rising pipe 12, and described rising pipe 12 is connected with described water outlet.
embodiment 2:
With reference to Fig. 2, the utility model additionally provides a kind of sludge stabilization water processing reactor, embodiment 2 is substantially the same manner as Example 1, difference is, described one group of dividing plate also comprises a central dividing plate 8, described central dividing plate 8 is located in the middle of described influent side dividing plate 6 and described water outlet side dividing plate 7, above described influent side dividing plate 6, below central dividing plate 8 and form the water stream channel of complications above described water outlet side dividing plate 7.Described water-in is located at the bottom of described reactor body, the lower rim of described influent side dividing plate 6 is against the bottom of described reactor body, the upper limb height of described central dividing plate 8 exceeds the water surface, the upper limb of lower rim lower than described influent side dividing plate 6 of described central dividing plate 8 and the upper limb of described water outlet side dividing plate 7, be provided with gap between the lower rim of described central dividing plate 8 and the bottom of described reactor body, the lower rim of described water outlet side dividing plate 7 is against the bottom of described reactor body.As preferred embodiment, described central dividing plate 8 is made up of with a vertical plate be connected with swash plate the swash plate that exceeds the water surface, and described swash plate is obliquely installed from influent side to water outlet side from top to bottom.As further preferred embodiment, described water outlet side dividing plate 7 is made up of a swash plate be connected with the bottom of described reactor body and a vertical plate be connected with swash plate, and described swash plate is obliquely installed from water outlet side to influent side from top to bottom.
Claims (10)
1. a sludge stabilization water processing reactor, it is characterized in that, comprise a reactor body, described reactor body has a water-in and a water outlet, at least two group dividing plates are provided with in described reactor body, described reactor body is divided into anaerobic zone by described two groups of dividing plates, aerobic zone and oxygen-starved area, described water-in is located on the sidewall of described anaerobic zone, described water outlet is located on the sidewall of oxygen-starved area, described one group of dividing plate comprises at least one influent side dividing plate and a water outlet side dividing plate, the water stream channel of complications is formed between described influent side dividing plate and described water outlet side dividing plate.
2. sludge stabilization water processing reactor according to claim 1, it is characterized in that, described water-in is located at the bottom of described reactor body, the lower rim of described influent side dividing plate is against the bottom of described reactor body, the upper limb height of described water outlet side dividing plate exceeds the water surface, the lower rim of described water outlet side dividing plate, lower than the upper limb of described influent side dividing plate, is provided with gap between the lower rim of described water outlet side dividing plate and the bottom of described reactor body.
3. sludge stabilization water processing reactor according to claim 2, is characterized in that, described water outlet side dividing plate is made up of with a vertical plate be connected with swash plate the swash plate that exceeds the water surface, and described swash plate is obliquely installed from influent side to water outlet side from top to bottom.
4. sludge stabilization water processing reactor according to claim 1, it is characterized in that, described one group of dividing plate also comprises a central dividing plate, described central dividing plate is located in the middle of described influent side dividing plate and described water outlet side dividing plate, above described influent side dividing plate, below central dividing plate and form the water stream channel of complications above described water outlet side dividing plate.
5. sludge stabilization water processing reactor according to claim 4, it is characterized in that, described water-in is located at the bottom of described reactor body, the lower rim of described influent side dividing plate is against the bottom of described reactor body, the upper limb height of described central dividing plate exceeds the water surface, the upper limb of lower rim lower than described influent side dividing plate of described central dividing plate and the upper limb of described water outlet side dividing plate, be provided with gap between the lower rim of described central dividing plate and the bottom of described reactor body, the lower rim of described water outlet side dividing plate is against the bottom of described reactor body.
6. sludge stabilization water processing reactor according to claim 5, is characterized in that, described central dividing plate is made up of with a vertical plate be connected with swash plate the swash plate that exceeds the water surface, and described swash plate is obliquely installed from influent side to water outlet side from top to bottom.
7. the sludge stabilization water processing reactor according to claim 5 or 6, it is characterized in that, described water outlet side dividing plate is made up of a swash plate be connected with the bottom of described reactor body and a vertical plate be connected with swash plate, and described swash plate is obliquely installed from water outlet side to influent side from top to bottom.
8. sludge stabilization water processing reactor according to claim 1, is characterized in that, is equipped with aerated conduit bottom described aerobic zone.
9. sludge stabilization water processing reactor according to claim 1, is characterized in that, described aerobic zone is provided with reflux line, and one end of described reflux line leads to described anaerobic zone.
10. sludge stabilization water processing reactor according to claim 1, it is characterized in that, described oxygen-starved area comprises reaction chamber and settling chamber, described reaction chamber and described settling chamber are separated by dividing plate, leave gap between bottom described dividing plate and described oxygen-starved area, described water outlet is located on the sidewall of settling chamber.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520721450.XU CN205061692U (en) | 2015-09-17 | 2015-09-17 | Water treatment reactor is stabilized to mud |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520721450.XU CN205061692U (en) | 2015-09-17 | 2015-09-17 | Water treatment reactor is stabilized to mud |
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| CN205061692U true CN205061692U (en) | 2016-03-02 |
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| CN201520721450.XU Expired - Fee Related CN205061692U (en) | 2015-09-17 | 2015-09-17 | Water treatment reactor is stabilized to mud |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105858888A (en) * | 2016-04-26 | 2016-08-17 | 青岛理工大学 | Biological phosphorus and nitrogen removal device based on AAO technology |
-
2015
- 2015-09-17 CN CN201520721450.XU patent/CN205061692U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105858888A (en) * | 2016-04-26 | 2016-08-17 | 青岛理工大学 | Biological phosphorus and nitrogen removal device based on AAO technology |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160302 Termination date: 20190917 |
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| CF01 | Termination of patent right due to non-payment of annual fee |