CN117003387A - Organic sewage treatment device utilizing biological cage and treatment process thereof - Google Patents
Organic sewage treatment device utilizing biological cage and treatment process thereof Download PDFInfo
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- CN117003387A CN117003387A CN202310197562.9A CN202310197562A CN117003387A CN 117003387 A CN117003387 A CN 117003387A CN 202310197562 A CN202310197562 A CN 202310197562A CN 117003387 A CN117003387 A CN 117003387A
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- 239000010865 sewage Substances 0.000 title claims abstract description 77
- 238000000034 method Methods 0.000 title claims description 35
- 230000008569 process Effects 0.000 title claims description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 55
- 230000005540 biological transmission Effects 0.000 claims abstract description 27
- 239000000945 filler Substances 0.000 claims description 13
- 241000894006 Bacteria Species 0.000 claims description 10
- 238000004065 wastewater treatment Methods 0.000 claims description 10
- 239000003344 environmental pollutant Substances 0.000 claims description 6
- 231100000719 pollutant Toxicity 0.000 claims description 6
- 150000004676 glycans Chemical class 0.000 claims description 5
- 229920001282 polysaccharide Polymers 0.000 claims description 5
- 239000005017 polysaccharide Substances 0.000 claims description 5
- 230000008878 coupling Effects 0.000 claims description 3
- 238000010168 coupling process Methods 0.000 claims description 3
- 238000005859 coupling reaction Methods 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 3
- 210000005056 cell body Anatomy 0.000 claims description 2
- 238000000338 in vitro Methods 0.000 claims description 2
- 230000002906 microbiologic effect Effects 0.000 claims description 2
- 230000003746 surface roughness Effects 0.000 claims description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 208000037534 Progressive hemifacial atrophy Diseases 0.000 description 14
- 238000012017 passive hemagglutination assay Methods 0.000 description 14
- 229920000903 polyhydroxyalkanoate Polymers 0.000 description 14
- 239000002351 wastewater Substances 0.000 description 11
- 239000012528 membrane Substances 0.000 description 8
- 244000005700 microbiome Species 0.000 description 8
- QTBSBXVTEAMEQO-UHFFFAOYSA-N Acetic acid Chemical compound CC(O)=O QTBSBXVTEAMEQO-UHFFFAOYSA-N 0.000 description 6
- 239000002957 persistent organic pollutant Substances 0.000 description 6
- 229920002527 Glycogen Polymers 0.000 description 4
- 229940096919 glycogen Drugs 0.000 description 4
- 238000012163 sequencing technique Methods 0.000 description 4
- 239000010802 sludge Substances 0.000 description 4
- 238000005273 aeration Methods 0.000 description 3
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 229910052760 oxygen Inorganic materials 0.000 description 3
- 239000001301 oxygen Substances 0.000 description 3
- 238000000746 purification Methods 0.000 description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 229910052799 carbon Inorganic materials 0.000 description 2
- 230000003247 decreasing effect Effects 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 230000007774 longterm Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000003647 oxidation Effects 0.000 description 2
- 238000007254 oxidation reaction Methods 0.000 description 2
- 238000012546 transfer Methods 0.000 description 2
- QTBSBXVTEAMEQO-UHFFFAOYSA-M Acetate Chemical compound CC([O-])=O QTBSBXVTEAMEQO-UHFFFAOYSA-M 0.000 description 1
- 241000233866 Fungi Species 0.000 description 1
- 241000736262 Microbiota Species 0.000 description 1
- VMHLLURERBWHNL-UHFFFAOYSA-M Sodium acetate Chemical compound [Na+].CC([O-])=O VMHLLURERBWHNL-UHFFFAOYSA-M 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 238000006065 biodegradation reaction Methods 0.000 description 1
- 238000010170 biological method Methods 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000000084 colloidal system Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000029087 digestion Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000003834 intracellular effect Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000007102 metabolic function Effects 0.000 description 1
- 230000000813 microbial effect Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000001546 nitrifying effect Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000001632 sodium acetate Substances 0.000 description 1
- 235000017281 sodium acetate Nutrition 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000003786 synthesis reaction Methods 0.000 description 1
- 230000002194 synthesizing effect Effects 0.000 description 1
- 238000010200 validation analysis Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- 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
- C02F2101/00—Nature of the contaminant
- C02F2101/30—Organic compounds
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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)
- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model discloses an organic sewage treatment device utilizing a biological cage, which comprises a cylindrical biological cage, a sewage tank, a clean water tank and a transmission part, wherein the biological cage is placed on the sewage tank and the clean water tank, a water inlet pipe and a water outlet pipe are respectively arranged on tank bodies of the sewage tank and the clean water tank, a motor mounting plate is arranged on the clean water tank, an opening is arranged on the surface of the biological cage, a cover plate is arranged outside the opening, the cover plate completely covers the opening, and the cover plate is detachably connected with the biological cage; the utility model divides the biological cage into three cavities by using four baffles, and the water purifying function is finished in one period, only one third of time is needed at present, and in the production process allowed by the conditions, the time can be further shortened by increasing the biological cage and adding more baffles, so that the goal of thin water long flow is finally finished, and the phenomenon of water break does not occur.
Description
Technical Field
The utility model belongs to the technical field of sewage treatment, and particularly relates to an organic sewage treatment device utilizing a biological cage and a treatment process thereof.
Background
With the improvement of rural town and peasant living standard, the rural domestic sewage treatment problem is increasingly outstanding. At present, the discharge amount of domestic sewage is obviously more than that of industrial sewage, and the sewage treatment method is characterized in that the biological method utilizes the adsorption and metabolism functions of microorganisms to degrade and convert organic pollutants in dissolved and colloid states in the sewage into harmless substances so as to purify the sewage. In addition, most villages and towns in China have imperfect drainage systems, funds are short, and built small-scale domestic sewage treatment facilities are few. Therefore, development of a small-sized domestic sewage treatment device and a matched process with good treatment effect, low investment, low operation cost, small occupied area and convenient operation are needed.
The biomembrane method is a traditional method for treating wastewater by biodegradation, and the wastewater to be treated is contacted with the biomembrane which is attached and grown on the filler, and the microorganisms in the biomembrane degrade organic matters in the wastewater, so that the wastewater is purified. The biological membrane method which is used more mature at present has a plurality of methods, such as a biological rotating disc, a biological contact oxidation method, a biological filter, a biological fluidized bed and the like. The fixed type biological membrane method has the problems of small hydraulic shear force, slow biological membrane updating, low oxygen mass transfer efficiency and the like, and in the application process, the biological membrane turntable is driven to rotate by adopting electric power without aeration, so that the oxygen mass transfer efficiency of the biological membrane fixedly attached to the turntable is improved. The biological contact oxidation method, the biological filter and the biological fluidized bed are different from a biological rotating disc, and an aeration device is adopted, so that the update speed of the biological film on the filler is improved, but the energy consumption is relatively high.
The patent number 202122462632.8 discloses a biological cleaning device using a rotating cage, which comprises a base, a shell, the rotating cage and a power part, wherein the base is fixedly connected with the shell, and bearings are fixedly arranged on two sides of the shell; the power part comprises a motor base, a motor and a transmission shaft. The utility model can only purify the sewage in a sewage tank in one period, and the water is discharged after the purification is finished, and the water is re-fed and recycled. However, in mass production, the time occupied by water inlet and water outlet is also a lot of waste and also occupies a certain cost, and meanwhile, in the aspect of maintaining water, a water purification period is quite long, and the embarrassing situation that no water is available in a short period and the situation that water is accumulated too much can occur.
The organic wastewater contains a large amount of carbon sources which can be utilized by microorganisms, and is the basis for wastewater treatment by microorganisms. The PHAs-producing microorganism in the wastewater is used as a wastewater treatment strain, and after treatment, the microorganism is recovered, so that a large amount of PHAs can be separated and purified from the wastewater. On the one hand, the organic pollutants in the wastewater can be eliminated, and on the other hand, the production cost of PHAs is reduced, thereby being beneficial to popularization and application of PHAs. Therefore, the use of organic wastewater to produce PHAs is one of the hot spots in the world of environmental protection and biodegradable materials.
Disclosure of Invention
The utility model aims to provide an organic sewage treatment device and a treatment process thereof by using a biological cage, which can improve the purification efficiency and achieve continuous water yield.
In order to achieve the above purpose, the technical scheme adopted by the utility model is as follows:
the utility model provides an utilize organic sewage treatment plant of biological cage, includes cylindric biological cage, dirty water tank, clean basin and drive division, and biological cage is placed on dirty water tank and clean basin, and the cell body of dirty water tank and clean basin is equipped with inlet tube and outlet pipe respectively, is provided with the motor mounting panel on the clean basin, biological cage surface is equipped with an opening, and the opening outside is equipped with the apron, and the apron covers the opening completely, is detachable connection between apron and the biological cage;
the transmission part comprises two support columns, four same round baffles, a transmission shaft and a motor, wherein the four baffles are arranged on the transmission shaft at equal intervals, the diameter of each baffle is the same as the diameter of the circumference of the inner wall of the biological cage, the two support columns are respectively positioned in the sewage tank and the water purifying tank, the two ends of the transmission shaft are connected with the support columns through bearings, the motor is arranged on the motor mounting plate and is connected with the transmission shaft through a coupling, the roughness of the outer circumferential surface of the transmission shaft is polar roughness, and the roughness of the surfaces of the baffles and the inner wall of the biological cage is fine roughness;
the circular baffle is provided with a fan-shaped through hole with the same diameter as the circular baffle and the angle of 90 degrees, and the four baffles are sequentially installed at the angle of 90 degrees clockwise according to the positions of the fan-shaped through holes during installation.
The outer wall of the transmission shaft is covered with a biological film of polysaccharide bacteria and a carrier.
The utility model discloses an organic sewage treatment device utilizing a biological cage, wherein a plurality of through holes are uniformly formed in a cover plate.
The utility model discloses an organic sewage treatment device utilizing a biological cage, wherein the length of an opening is between 1/2h and 1h, and h is the height of the cylindrical biological cage.
The utility model discloses an organic sewage treatment device utilizing a biological cage, wherein a plurality of through holes are uniformly formed in the outer surface of the circumference of the upper half part of the biological cage.
The utility model discloses an organic sewage treatment device utilizing a biological cage, wherein the roughness of the outer circumferential surface of a transmission shaft is more than 32 mu m.
By the above arrangement: treatment efficiency of traditional biological rotating disc: the larger the surface area, the more microorganisms grow thereon; the rougher the surface, the easier the biofilm is attached, and the larger the biofilm thickness is; the lighter the material, the less energy consumption, the lower the operating costs, the greater the roughness of the drive shaft surface, the easier and more easily the biofilm adheres to and grows.
The utility model discloses an organic sewage treatment device utilizing a biological cage, wherein the roughness of the surfaces of a baffle plate and the inner wall of the biological cage is less than 0.25um.
By the above arrangement: the baffle outer wall should closely laminate with biological cage inner wall, and when the baffle rotated along with the transmission shaft, biological cage was non-rotating, in order to ensure the smoothness nature of rotation, closely laminate and need relatively smooth between the two.
The utility model discloses a treatment process of an organic sewage treatment device by utilizing a biological cage, which comprises the steps of firstly adopting an in-vitro film hanging method to carry out biological film hanging on the surface of a filler, then leading sewage into a sewage tank, respectively staying the sewage in three cavities in the biological cage for 30 minutes to 1 hour, and then flowing out from a water purifying tank, wherein the sewage in the biological cage is subjected to an alternate anaerobic-aerobic environment at a frequency of 30 minutes to 1 hour during sewage treatment; in the stay process of the sewage in the reactor, pollutants in the sewage are effectively degraded by the biological film, and finally reach the discharge standard.
The utility model discloses a treatment process of an organic sewage treatment device by utilizing a biological cage, which is characterized by comprising the following steps of: the method comprises the following steps:
s1: a biological cage reactor and a water tank are arranged, sewage is introduced into the sewage tank, a cover plate is opened, biological fillers are put into each cavity in the biological cage, and the biological cage is kept stand for 3 hours;
s2, performing S2; after standing, starting a motor to treat sewage, and then, carrying out sewage treatment on the sewage in each cavity in the biological cage for 30 minutes to 1 hour, wherein the residence time depends on the rotating speed of the motor, and the cavities of the biological cage are alternately immersed in water and air for 30 minutes to 1 hour for one time;
s3: in the stay process of the sewage in the reactor, pollutants in the sewage are effectively degraded by the biological membrane, and finally reach the discharge standard
The utility model discloses a treatment process of an organic sewage treatment device by utilizing a biological cage, which is characterized by comprising the following steps of: the biofilm microbiological amount is preferably 5-15 g dry weight/liter of filler.
Compared with the prior art, the scheme of the utility model has the following beneficial effects:
the utility model divides the biological cage into three cavities by using four baffles, and the water purifying function is finished in one period, only one third of time is needed at present, and in the production process allowed by the conditions, the time can be further shortened by increasing the biological cage and adding more baffles, so that the goal of thin water long flow is finally finished, and the phenomenon of water break does not occur.
According to the utility model, the domesticated filler is filled in the biological rotating cage, so that the treatment efficiency of the organic wastewater is gradually enhanced and the growth trend of the biological film is gradually stabilized along with the running of time.
The utility model will be described in more detail below with reference to the drawings and examples.
Drawings
The contents and the marks in the drawings expressed in the drawings of the present specification are briefly described as follows:
FIG. 1 is a schematic illustration of the present utility model;
FIG. 2 is a schematic view of a propeller shaft of the present utility model;
FIG. 3 shows the removal rate of organic matters in the effluent of the biological rotating cage in example 1 of the present utility model;
FIG. 4 is a biological cage biofilm microbiota change of example 2 of the present utility model;
FIG. 5 shows the synthesis of PHAs by using the polysaccharide fungus in the biological rotating cage of example 3 of the present utility model.
Marked in the figure as: 1. a biological cage; 2. a sewage tank; 3. a water purifying tank; 4. a transmission shaft; 5. a cover plate; 6. a motor mounting plate; 7. a motor; 8. a coupling; 9. a support column; 10. a water inlet pipe; 11. a water outlet pipe; 12. a baffle; 13. a fan-shaped through hole.
Detailed Description
The following detailed description of the embodiments of the present utility model, such as the shape and construction of the components, the mutual positions and connection relationships between the components, the roles and working principles of the components, the manufacturing process and the operation and use method, etc., will be given by way of example only to assist those skilled in the art in a more complete, accurate and thorough understanding of the present utility model.
The organic sewage treatment device utilizing the biological cage as shown in fig. 1 and 2 comprises a cylindrical biological cage 1, a sewage tank 2, a clean water tank 3 and a transmission part, wherein the biological cage 1 is placed on the sewage tank 2 and the clean water tank 3, the tank bodies of the sewage tank 2 and the clean water tank 3 are respectively provided with a water inlet pipe 10 and a water outlet pipe 11, the clean water tank 3 is provided with a motor mounting plate 6, the surface of the biological cage 1 is provided with an opening, the outer side of the opening is provided with a cover plate 5, the cover plate 5 completely covers the opening, and the cover plate 5 is detachably connected with the biological cage 1; the transmission part comprises two support columns 9, four identical circular baffles 12, a transmission shaft 4 and a motor 7, wherein the four baffles 12 are equidistantly arranged on the transmission shaft 4, the diameter of the baffle 4 is identical to that of the circumference of the inner wall of the biological cage 1, the two support columns 9 are respectively positioned in the sewage tank 3 and the water purifying tank 4, the two ends of the transmission shaft 4 are connected with the support columns 9 through bearings, the motor 7 is arranged on the motor mounting plate 6 and connected with the transmission shaft 4 through a coupler 8, the roughness of the outer circumferential surface of the transmission shaft 4 is polar roughness, and the roughness of the surfaces of the baffles 12 and the inner wall of the biological cage 1 is fine roughness; the circular baffle plate 12 is provided with a fan-shaped through hole 13 with the same diameter as the circular baffle plate 12 and the angle of 90 degrees, and the four baffle plates 12 are sequentially installed at the angle of 90 degrees clockwise according to the positions of the fan-shaped through holes 13 during installation; the outer wall of the transmission shaft 4 is covered with a biological film of the polysaccharide bacteria and a carrier.
A plurality of through holes are uniformly formed in the cover plate 5.
The length of the opening is between 1/2h and 1h, wherein h is the height of the cylindrical biological cage 1.
A plurality of through holes are uniformly formed on the circumferential outer surface of the upper half part of the biological cage 1.
The outer circumferential surface roughness of the propeller shaft 4 is >32um.
The roughness of the inner wall surfaces of the baffle plate 12 and the biological cage 1 is <0.25um.
Working principle and method
S1: a biological cage reactor and a water tank are arranged, sewage is introduced into the sewage tank, a cover plate is opened, biological fillers are put into each cavity in the biological cage, and the biological cage is kept stand for 3 hours;
s2, performing S2; after standing, starting a motor to treat sewage, and then, carrying out sewage treatment on the sewage in each cavity in the biological cage for 30 minutes to 1 hour, wherein the residence time depends on the rotating speed of the motor, and the cavities of the biological cage are alternately immersed in water and air for 30 minutes to 1 hour for one time;
s3: in the stay process of the sewage in the reactor, pollutants in the sewage are effectively degraded by the biological membrane, and finally reach the discharge standard
In the embodiment, the sludge is taken from an aerobic tank of a second sewage treatment plant in the Beijing area of Zhenjiang city; the sludge age is 20d (in specific implementation, the sludge age can be selected to be 20-60 d), and common heterotrophic bacteria OHO and nitrifying bacteria NOB are used as main microorganisms in the sludge liquid. Laboratory wastewater is simulated domestic sewage, the quality of the prepared influent water is shown in table 1, and sodium acetate is used as a carbon source to reflect COD index of the sewage.
TABLE 1 quality of incoming water
| COD(mg/L) | NH 4 + (mg/L) | NO 3 - (mg/L) | NO 2 - (mg/L) |
| 500±50 | 40±2 | 0 | 0 |
The COD removal rate calculation method comprises the following steps:
removal rate of
Example 1
The sequencing batch water inlet filler type biological rotating cage high-efficiency organic sewage treatment process has long-term operation and organic pollutant removal rate
The amount of water treated in one cycle was 4L. And transferring the filler into a biological rotating cage after film formation.
In the running process of the biological rotating cage reactor, water samples of inlet water and outlet water are taken regularly, and COD in the water samples is measured by using a rapid digestion method and is used for analyzing the removal rate of the device to the COD. As shown in figure 3, the biological rotating cage runs for a long time at different rotating speeds, has good removal rate for COD, and the removal rate of COD is slightly improved from 80% to more than 90% along with the reduction of the rotating speed.
Example 2
Biofilm community composition for long-term operation of device
In this example, biofilm sequencing analysis was performed on biofilms that were stably operated for different periods of time in the biological rotating cages under the conditions of example 1, as described in the literature (Hossain MI. Evaluation and validation of Passive Aeration Simultaneous Nitrification and Denitrification (PASND) in a biofilm reactor for Low-Energy wastewater treatment [ D ]. Murdoch University, 2017.).
Fig. 4 shows that the reddish fraction is the ratio of the microbial community of GAOs within the biological rotating cage, and the abundance of GAOs gradually increases from 0.1% at the beginning to 5.7%, 9.7% and 21.2% over the course of the run time, becoming dominant bacteria in the biofilm, obtained at 2 weeks, 4 weeks and 6 weeks of the biological rotating cage run, respectively. Common bacteria in the conventional biological rotating disc are common heterotrophic bacteria OHO, nitrosate AOB and nitrisate NOB, and the sequencing batch biological rotating cage is different from the common bacteria in that the sequencing batch biological rotating cage can enrich the polysaccharide bacteria, and meanwhile, under an intermittent environment, sewage in a water tank of the biological rotating cage has no pollutant concentration gradient, so that the uniformity of oxygen concentration is realized, and an anoxic zone in a filler is reserved. Overall, the abundance of GAOs in the biofilm in the batch feed bio-cage reactor was increased by about 4% over that in a normal continuous feed bio-cage.
Example 3
Device for synthesizing PHAs by utilizing organic pollutants
In this example, the reactor operation mode was the same as in example 1, with intermittent water feed to the bio-cage
After the biological rotating cage was operated at 0.5rph to be stable, changes in PHAs, acetic acid and glycogen in the biological membrane at the end of the first anaerobic-aerobic stage were measured, and the results are shown in FIG. 5. Under anaerobic conditions, acetic acid is absorbed while glycogen is consumed, and PHAs (phb+phv) are accumulating; under subsequent aerobic conditions, anaerobically accumulated PHAs are oxidized, replenishing previously consumed glycogen, and providing energy for biological growth. Acetate concentration gradually decreased during the anaerobic phase, while intracellular PHAs content increased to 3.13Cmmol/gss and glycogen content decreased to 2.58Cmmol/gss. Therefore, by setting different aerobic and anaerobic alternating periods, the biological film rich in the GAOs consumes organic pollutants to synthesize PHAs and store the PHAs in the human body under the anaerobic environment of the water tank of the biological rotating cage, and PHAs materials can be obtained by collecting and purifying the biological film at the end of the anaerobic stage, so that the organic pollutants are recycled.
While the utility model has been described above with reference to the accompanying drawings, it will be apparent that the utility model is not limited to the above embodiments, but is capable of being modified or applied directly to other applications without modification, as long as various insubstantial modifications of the method concept and technical solution of the utility model are adopted, all within the scope of the utility model.
Claims (9)
1. The utility model provides an utilize organic sewage treatment plant of biological cage, includes cylindric biological cage, bilge tank, clean basin and drive division, and biological cage is placed on bilge tank and clean basin, and the cell body of bilge tank and clean basin is equipped with inlet tube and outlet pipe respectively, is provided with the motor mounting panel on the clean basin, its characterized in that: the surface of the biological cage is provided with an opening, the outer side of the opening is provided with a cover plate, the cover plate completely covers the opening, and the cover plate is detachably connected with the biological cage;
the transmission part comprises two support columns, four same round baffles, a transmission shaft and a motor, wherein the four baffles are arranged on the transmission shaft at equal intervals, the diameter of each baffle is the same as the diameter of the circumference of the inner wall of the biological cage, the two support columns are respectively positioned in the sewage tank and the water purifying tank, the two ends of the transmission shaft are connected with the support columns through bearings, the motor is arranged on the motor mounting plate and is connected with the transmission shaft through a coupling, the roughness of the outer circumferential surface of the transmission shaft is polar roughness, and the roughness of the surfaces of the baffles and the inner wall of the biological cage is fine roughness;
the circular baffle is provided with a fan-shaped through hole with the same diameter as the circular baffle and the angle of 90 degrees, and the four baffles are sequentially installed at the angle of 90 degrees clockwise according to the positions of the fan-shaped through holes during installation.
The outer wall of the transmission shaft is covered with a biological film of polysaccharide bacteria and a carrier.
2. An organic wastewater treatment device using a biological cage according to claim 1, wherein: and a plurality of through holes are uniformly formed in the cover plate.
3. An organic wastewater treatment device using a biological cage according to claim 1, wherein: the length of the opening is between 1/2h and 1h, wherein h is the height of the cylindrical biological cage.
4. An organic wastewater treatment device using a biological cage according to claim 1, wherein: a plurality of through holes are uniformly formed in the circumferential outer surface of the upper half part of the biological cage.
5. An organic wastewater treatment device using a biological cage according to claim 1, wherein: the outer circumferential surface roughness of the drive shaft is >32um.
6. An organic wastewater treatment device using a biological cage according to claim 1, wherein: the roughness of the surface of the inner wall of the baffle plate and the biological cage is less than 0.25um.
7. A treatment process of an organic sewage treatment apparatus using a biological cage according to any one of claims 1 to 6, wherein: firstly, adopting an in-vitro film-hanging method to carry out biological film hanging on the surface of a filler, then introducing sewage into a sewage tank, respectively staying in three cavities in a biological cage for 30 minutes to 1 hour, and then flowing out of a water purifying tank, wherein the sewage in the biological cage is in an alternative anaerobic-aerobic environment at the frequency of every 30 minutes to 1 hour during sewage treatment; in the stay process of the sewage in the reactor, pollutants in the sewage are effectively degraded by the biological film, and finally reach the discharge standard.
8. The process for treating an organic wastewater treatment apparatus using a biological cage according to any one of claim 7, wherein: the method comprises the following steps:
s1: a biological cage reactor and a water tank are arranged, sewage is introduced into the sewage tank, a cover plate is opened, biological fillers are put into each cavity in the biological cage, and the biological cage is kept stand for 3 hours;
s2, performing S2; after standing, starting a motor to treat sewage, and then, carrying out sewage treatment on the sewage in each cavity in the biological cage for 30 minutes to 1 hour, wherein the residence time depends on the rotating speed of the motor, and the cavities of the biological cage are alternately immersed in water and air for 30 minutes to 1 hour for one time;
s3: in the stay process of the sewage in the reactor, pollutants in the sewage are effectively degraded by the biological film, and finally reach the discharge standard.
9. The process for treating an organic wastewater treatment apparatus using a biological cage according to claim 7, wherein: the biofilm microbiological amount is preferably 5-15 g dry weight/liter of filler.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310197562.9A CN117003387A (en) | 2023-03-03 | 2023-03-03 | Organic sewage treatment device utilizing biological cage and treatment process thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310197562.9A CN117003387A (en) | 2023-03-03 | 2023-03-03 | Organic sewage treatment device utilizing biological cage and treatment process thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN117003387A true CN117003387A (en) | 2023-11-07 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202310197562.9A Pending CN117003387A (en) | 2023-03-03 | 2023-03-03 | Organic sewage treatment device utilizing biological cage and treatment process thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN117003387A (en) |
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2023
- 2023-03-03 CN CN202310197562.9A patent/CN117003387A/en active Pending
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