CN208532366U - A kind of deflector type cloth water reactor - Google Patents
A kind of deflector type cloth water reactor Download PDFInfo
- Publication number
- CN208532366U CN208532366U CN201820824916.2U CN201820824916U CN208532366U CN 208532366 U CN208532366 U CN 208532366U CN 201820824916 U CN201820824916 U CN 201820824916U CN 208532366 U CN208532366 U CN 208532366U
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- Prior art keywords
- deflector
- pond body
- body wall
- baffle
- filler
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
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- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model provides a kind of deflector type cloth water reactor, including pond body wall (1), effluent outfall (2), air blower (3), sewage induction pipe (4), deflector (5), baffle (6), packing area (7), filler (8), exhaust pipe (9);Exhaust pipe (9) are installed at the top of the pond body wall (1), pond body wall (1) top is installed by sewage induction pipe (4), pond body wall (1) lower part is installed by air blower (3) and effluent outfall (2), deflector (5) and baffle (6) are installed inside reactor wall made of pond body wall (1) brick work, deflector (5) and baffle (6) are positioned opposite, filler (8) are installed in deflector (5) lower part, deflector (5), baffle (6), filler (8) component units water distributor.The utility model provides a kind of deflector type cloth water reactor, can be improved aeration efficiency, obvious to the treatment effeciency of oxygen consumption type treatment tank.
Description
Technical field
The utility model belongs to sewage treatment field more particularly to a kind of deflector type cloth water reactor.
Background technique
In wastewater treatment process, especially during needing oxygen consumption reaction treatment, aeration is a critically important ring
Section.But the aeration facility in current treatment process, in order to reach increase oxygen in water and sewage be allowed to be sufficiently mixed with microorganism
Purpose, rationally using hydraulics promoted oxygen utilization rate, merely with improve aerator power mode come promoted place
Effect is managed, causes aeration process energy consumption high, causes the waste of the energy;Some aeration facilities are in order to allow oxygen to be diffused into entirely
In reactor, it is laid with complicated gas distribution pipeline, and aeration zone is abound with filler, not only increases construction cost, also increases
Energy loss when aeration in pipeline causes the waste of resource to improve operating cost.Therefore, oxygen utilization is improved
Efficiency simplifies gas distribution facility, reasonable Arrangement filler, is a problem to be solved in current water treatment procedure.
Utility model content
Utility model aims to solve the problemss of the above-mentioned prior art, provide a kind of deflector type water distribution reaction
Device can be improved aeration efficiency, obvious to the treatment effeciency of oxygen consumption type treatment tank.
The utility model adopts the following technical solution:
A kind of deflector type cloth water reactor, including pond body wall 1, effluent outfall 2, air blower 3, sewage induction pipe 4, water conservancy diversion
Plate 5, baffle 6, packing area 7, filler 8, exhaust pipe 9;Exhaust pipe 9,1 top of pond body wall are installed at the top of the pond body wall 1
Sewage induction pipe 4 is installed, air blower 3 and effluent outfall 2, reactor wall made of 1 brick work of pond body wall are installed in 1 lower part of pond body wall
Inside is equipped with deflector 5 and baffle 6, and deflector 5 and baffle 6 are positioned opposite, and filler 8, water conservancy diversion are installed in 5 lower part of deflector
Plate 5, baffle 6,8 component units water distributor of filler install 2-4 unit water distributor, and two neighboring unit on pond body wall 1
Deflector 5 on water distributor and the position that baffle 6 is mounted on pond body wall 1 are interlaced.
Wherein, preferred technical solution is that the air blower 3 and effluent outfall 2 are divided into 1 lower part two of pond body wall
Side;And sewage induction pipe 4 is installed on the pond body wall 1 of 3 side of air blower.
Further preferred technical solution is that the deflector 5 divides for horizontal component and upwarps tail portion, horizontal component
Gradient is 1-2 degree, and the angle for upwarping tail portion and vertical direction is 30-60 degree.
Further preferred technical solution is that the unit water distributor inner deflector 5 is installed on 1 side of pond body wall, is led
Stream block 6 is installed on 1 other side of pond body wall, the linear distance D of deflector 5 upwarped between tail portion and baffle 6 be 3cm≤D≤
The angle of 10cm, baffle 6 and vertical direction is also 30-60 degree.
Further preferred technical solution is the distance between described adjacent cells water distributor D≤40cm, deflector 5
If the combination of lower part filler stem 8 forms packing area 7, the height of packing area 7 is the 1/2- of the distance between adjacent cells water distributor D
1/3。
Further preferred technical solution is the distance between opposite pond body wall 1 L≤80cm in reactor.
Further preferred technical solution is the level height that baffle 6 is installed in the same unit water distributor
The height installed lower than deflector 5.
The utility model increases what air stopped in the reactor by reasonably being arranged to gas and water stream direction
Time, and improve the mixed effect of gas and water, microorganism three.This structure can save 20% or more aerator energy consumption,
And the filler arranged in device is in air overlay area.
It can directly be contacted with filler by the microorganism of upper layer water flow leukorrhagia, be easier to be attached on filler, improve micro- life
The utilization efficiency of object will be higher by 10%-20% for effective microbe amount more common septic tank or sewage-treatment plant, for a long time
For, systematically micro organism quantity can be accumulated gradually, reach higher concentration.
Due to reasonable structure setting, strong adequately biomass and mass-transfer efficiency can save the dosage of filler, for same
For the sewage disposal system of volume, amount of filler needed for reaching same treatment effect can reduce 25% or so.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model;
Fig. 2 is the portion B enlarged diagram in Fig. 1;
Fig. 3 is the portion A enlarged diagram in Fig. 1;
Fig. 4 is partial structure diagram in Fig. 1.
In figure: 1- pond body wall, 2- effluent outfall, 3- air blower, 4- sewage induction pipe, 5- deflector, 6- baffle,
The packing area 7-, 8- filler, 9- exhaust pipe.
Specific embodiment
To keep the purpose of this utility model, technical solution and advantage clearer, below technical side in the utility model
Case is clearly and completely described, it is clear that and the embodiments are a part of the embodiments of the present invention, rather than all
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are not making creative work premise
Under every other embodiment obtained, fall within the protection scope of the utility model.
As shown in Fig. 1,3,4, a kind of deflector type cloth water reactor of the utility model, including pond body wall 1, effluent outfall
2, air blower 3, sewage induction pipe 4, deflector 5, baffle 6, packing area 7, filler 8, exhaust pipe 9;1 top of pond body wall
Exhaust pipe 9 is installed, sewage induction pipe 2 is installed on 1 top of pond body wall, and air blower 3 and effluent outfall 2 are installed in 1 lower part of pond body wall,
Deflector 5 and baffle 6 are installed inside reactor wall made of 1 brick work of pond body wall, deflector 5 and baffle 6 are positioned opposite,
Filler 8, deflector 5, baffle 6,8 component units water distributor of filler, installation 2-4 on pond body wall 1 are installed 5 lower part of deflector
Unit water distributor, and the position that the deflector 5 on two neighboring unit water distributor and baffle 6 are mounted on pond body wall 1 is mutual
Staggeredly.
Airflow direction and water (flow) direction as shown in Figure 2, air-flow and water flow are occurred by the guidance of deflector in packing area
It mixes, the blocking of water flow is encountered in air-flow uphill process, so that the rate of climb is more slow, and is connect with water flow in packing area
Touching.
Microorganism on upper unit water distributor deflector is easier to be attached on filler, water conservancy diversion by flow direction lower layer
Plate end upwarps tail portion, and a part of microorganism can be prevented as water flow flows downward, and makes microorganism long-term preservation in system
In, improve the concentration of microorganism.
Wherein, preferred technical solution is that the air blower 3 and effluent outfall 2 are divided into 1 lower part two of pond body wall
Side;And sewage induction pipe 4 is installed on the pond body wall 1 of 3 side of air blower.
Further preferred technical solution is that the deflector 5 divides for horizontal component and upwarps tail portion, horizontal component
Gradient is 1-2 degree, and the angle for upwarping tail portion and vertical direction is 30-60 degree.
Further preferred technical solution is that the unit water distributor inner deflector 5 is installed on 1 side of pond body wall, is led
Stream block 6 is installed on 1 other side of pond body wall, the linear distance D of deflector 5 upwarped between tail portion and baffle 6 be 3cm≤D≤
The angle of 10cm, baffle 6 and vertical direction is also 30-60 degree.
Further preferred technical solution is the distance between described adjacent cells water distributor D≤40cm, in order to protect
Enough air capacities are demonstrate,proved, if the combination of 5 lower part filler stem 8 of deflector forms packing area 7, the height of packing area 7 is adjacent cells cloth
The 1/2-1/3 of the distance between hydrophone D.
The above are being designed according to the flow direction of air, air is made to be concentrated mainly on packing area 7, ensure that air can be comprehensively
Cover packing area and enough oxygen concentrations.
Further preferred technical solution is the distance between opposite pond body wall 1 L≤80cm in reactor.
Further preferred technical solution is the level height that baffle 6 is installed in the same unit water distributor
The height installed lower than deflector 5.
The present apparatus see the table below with conventional apparatus experimental contrast analysis's result:
The working method of the utility model are as follows:
Sewage enters inside reactor from sewage induction pipe 4, and blasts air by air blower 3 in reactor bottom,
Sewage inside reactor bending shape baffle plate 5.
Pass through between baffle 6, and since baffle plate has the tail portion of bending shape, and horizontal component has upward 1-
2 degree of the gradient makes water flow be unlikely to take away microorganism in downflow processes, and baffle plate lower part is equipped with filler, when air passes through
Out-of-date, the microorganism being attached on filler decomposes the organic matter in sewage, improves the efficiency of reactor.
Due to reasonably arranging and designing, so that the enough microorganisms of amount of the air in packing area utilize decomposing organic matter, and
Due to reducing the flow velocity of sewage, so that having reached the standard of outlet from the sewage that effluent outfall 2 is drained.
Finally, it should be noted that above embodiments are only to illustrate the technical solution of the utility model, rather than its limitations;
Although the utility model is described in detail with reference to the foregoing embodiments, those skilled in the art should understand that:
It is still possible to modify the technical solutions described in the foregoing embodiments, or part of technical characteristic is carried out etc.
With replacement;And these are modified or replaceed, various embodiments of the utility model technology that it does not separate the essence of the corresponding technical solution
The spirit and scope of scheme.
Claims (7)
1. a kind of deflector type cloth water reactor, which is characterized in that including pond body wall (1), effluent outfall (2), air blower (3),
Sewage induction pipe (4), deflector (5), baffle (6), packing area (7), filler (8), exhaust pipe (9);The pond body wall (1)
Top is equipped with exhaust pipe (9), and sewage induction pipe (4) are installed on pond body wall (1) top, and air blower (3) are installed in pond body wall (1) lower part
With effluent outfall (2), deflector (5) and baffle (6) are installed inside reactor wall made of pond body wall (1) brick work, led
Flowing plate (5) and baffle (6) are positioned opposite, and filler (8) are installed in deflector (5) lower part, deflector (5), baffle (6), filler
(8) component units water distributor installs 2-4 unit water distributor, and leading on two neighboring unit water distributor on pond body wall (1)
Flowing plate (5) and the position that baffle (6) is mounted on pond body wall (1) are interlaced.
2. a kind of deflector type cloth water reactor according to claim 1, which is characterized in that the air blower (3) and dirt
Water outlet pipe (2) is divided into pond body wall (1) lower part two sides;And sewage induction pipe (4) is installed on the pond body of air blower (3) side
On wall (1).
3. a kind of deflector type cloth water reactor according to claim 1, which is characterized in that the deflector (5) is divided into
Horizontal component and upwarp tail portion, the gradient of horizontal component is 1-2 degree, and the angle for upwarping tail portion and vertical direction is 30-60 degree.
4. a kind of deflector type cloth water reactor according to claim 1 or 3, which is characterized in that the unit water distributor
Inner deflector (5) is installed on pond body wall (1) side, and baffle (6) is installed on pond body wall (1) other side, and deflector (5) upwarp
Linear distance D between tail portion and baffle (6) is 3cm≤D≤10cm, and baffle (6) and the angle of vertical direction are also 30-
60 degree.
5. a kind of deflector type cloth water reactor according to claim 1, which is characterized in that the adjacent cells water distributor
The distance between D≤40cm, deflector (5) if lower part filler stem (8) combination formed packing area (7), the height of packing area (7) is
The 1/2-1/3 of the distance between adjacent cells water distributor D.
6. a kind of deflector type cloth water reactor according to claim 1, which is characterized in that reactor two is with respect to pond body wall
The distance between (1) L≤80cm.
7. a kind of deflector type cloth water reactor according to claim 1, which is characterized in that the same unit water distribution
The level height that baffle (6) is installed in device is lower than the height of deflector (5) installation.
Priority Applications (1)
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CN201820824916.2U CN208532366U (en) | 2018-05-30 | 2018-05-30 | A kind of deflector type cloth water reactor |
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CN201820824916.2U CN208532366U (en) | 2018-05-30 | 2018-05-30 | A kind of deflector type cloth water reactor |
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CN208532366U true CN208532366U (en) | 2019-02-22 |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111620446A (en) * | 2020-06-05 | 2020-09-04 | 北京赛富威环境工程技术有限公司 | Treatment method of high-concentration phenol-containing industrial wastewater |
-
2018
- 2018-05-30 CN CN201820824916.2U patent/CN208532366U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111620446A (en) * | 2020-06-05 | 2020-09-04 | 北京赛富威环境工程技术有限公司 | Treatment method of high-concentration phenol-containing industrial wastewater |
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