A fully mixed mbbr reactor

A reactor and fully mixed technology, applied in the field of reactors, can solve problems such as difficult to adapt to high-concentration organic wastewater, sludge loss, and reactor volume increase, so as to achieve long-term stability of effluent quality, avoid sludge deposition, increase Effect of sludge concentration

Active Publication Date: 2020-08-07
JIANGSU AONISI ENVIRONMENTAL PROTECTION TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

These technologies occupy a large area, have a long construction period, require large investment, and have complex operation and management, making it difficult to adapt to high-concentration organic wastewater.
[0004] The aerobic reactors of various structural forms used in the prior art when treating wastewater use air as the power for mud-water mixing in the reactor, and the entire reaction process consumes a lot of power
[0005] The traditional aerobic reactor only uses air as the driving force for the mixing of activated sludge and sewage in the reactor. When the concentration of activated sludge is high, the activated sludge will be suspended on the surface of the sewage and flow out with the water, so the traditional aerobic reactor The concentration of activated sludge is generally about 3000mg / L, the sludge concentration per unit volume is low, the organic load is low, and the treatment effect is not good; the low organic load will lead to the treatment of wastewater with high organic concentration, and the volume of the entire reactor will increase. Construction Increased investment
[0006] The height of the aerator in the traditional aerobic reactor from the liquid surface in the tank is 3000-5000mm. Due to the relatively high static pressure of the water, coupled with the pressure loss of the aeration pipeline and the aerator, the power of the aeration fan is large and the aeration High gas consumption
There are also some related studies on aerobic reactors. For example, the Chinese patent No. 201520258685.X discloses an aerobic reactor, which has a limited effect of uniform mixing of mud and water inside, and the drainage process will lead to the loss of part of the sludge. Therefore, It is imperative to research and develop new, efficient and stable reactors for the treatment of high-concentration industrial wastewater

Method used

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  • A fully mixed mbbr reactor
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Experimental program
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Effect test

Embodiment 1

[0025] Such as figure 1 , 2 As shown, the fully mixed MBBR reactor of the present invention includes a cylinder body and a gas-liquid separation tank. The cylinder body is composed of an outer cylinder body and an inner guide tube, wherein the inner guide tube is open at both ends, and the inside is provided with a gas collecting tank. The hood is connected to the air lift tube, and the gas collection hood is connected to the gas-liquid separation tank installed on the upper part of the cylinder through the air lift tube. There is a baffle under the gas collection hood, and the baffle is fixed on the inner wall of the inner guide tube and surrounds along the wall. At the same time, there is a diversion seam between the baffle plate and the air collecting hood for the passage of mud and water. An aeration system is installed in the middle of the height direction of the inner diversion cylinder and connected with the intake pipe of the external fan. The inner diversion cylinder ...

Embodiment 2

[0032] The number of inner guide cylinders described in this embodiment is 5, the effective area ratio of the inner guide cylinder and the outer cylinder is 1:1, and the volume of the gas-liquid separation tank is 1% of the volume of the entire reactor device. The height is 800mm; the width of the sedimentation filter area is 1000mm, and there is a packing layer, the packing layer is bellows packing, the height is 1000mm, and the weir width is 500mm; The width of the diversion seam between the gas hoods is 500mm; the rising flow rate of the mixed liquid in the stripping tube is 2.0m / s; the distance between the mud discharge port and the bottom is 400mm, the size is DN500, and the inside of the cylinder is filled with MBBR filler, the material is poly Ethylene, specific gravity 0.98g / cm 3 , the dosage rate is 20%; the aeration mode of the aeration system is blast aeration. Others are with embodiment 1.

[0033] In the pilot test of a high-concentration organic industrial wast...

Embodiment 3

[0035] The number of inner guide cylinders described in this embodiment is 5, the effective area ratio of the inner guide cylinder and the outer cylinder is 1:1, and the volume of the gas-liquid separation tank is 0.1% of the volume of the entire reactor device. The height is 500mm; the width of the sedimentation filter area is 500mm, and there is a packing layer, the packing layer is bellows packing, the height is 500mm, and the weir width is 200mm; The width of the diversion seam between the gas hoods is 500mm; the rising flow rate of the mixed liquid in the stripping tube is 0.5m / s; the distance between the mud discharge port and the bottom is 400mm, the size is DN500, and the inside of the cylinder is filled with MBBR filler, the material is poly Ethylene, specific gravity 0.98g / cm 3 , the dosage rate is 50%; the aeration mode of the aeration system is blast aeration. Others are with embodiment 2.

[0036] In a pilot test of a high-concentration organic industrial wastew...

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Abstract

The invention discloses a full-mixing MBBR aerobic reactor. The full-mixing MBBR aerobic reactor has a good mass transfer effect and a highly-efficient and stable treatment effect. The full-mixing MBBR aerobic reactor comprises a cylindrical shell and a gas-liquid separation tank, the cylindrical shell is formed by an outer cylindrical shell and inner flow guiding cylinders, two ends of the inner flow guiding cylinders are open, a gas collecting hood and a gas stripping tube are arranged in every inner flow guiding cylinder, the gas collecting hoods are connected with the gas-liquid separation tank arranged at the upper part of the cylindrical shell through the gas stripping tubes, baffle plates are arranged below the gas collecting hoods, the baffle plates are fixed on the inner walls of the inner flow guiding cylinders, flow guiding seams are arranged between the baffle plates and the gas collecting hoods, an aeration system is arranged at the middle of the shell of every inner flow guiding cylinder, and a water distributor is arranged just below the inner flow guiding cylinders to realize entrance of water to the bottom and annular uniform water distribution; the gas-liquid separation tank is provided with a gas outlet and water falling tubes, the upper ends of the water falling tubes communicate with the gas-liquid separation tank, and the bottoms of the water falling tubes are connected to the lower part of the outer cylindrical shell; and the upper part of the outer cylindrical shell is provided with a precipitating and filtering area, a filler layer is arranged in the precipitating and filtering area, a water outlet weir is arranged surrounding the filler layer, the water outlet weir is provided with water outlets, and the bottom of the outer cylindrical shell is provided with a mud outlet.

Description

technical field [0001] The invention relates to a reactor, in particular to a fully mixed MBBR reactor. Background technique [0002] With the development of my country's industry, the discharge of industrial wastewater is increasing day by day. After the industrial wastewater that does not meet the discharge standards is discharged into the water body, it will pollute the surface water and groundwater. After the water body is polluted, various environmental problems follow. Biological technology is one of the main technologies of sewage treatment, in which aerobic treatment method is to use aerobic microorganisms (including facultative microorganisms) to carry out biological metabolism in the presence of oxygen to degrade organic matter, making it stable and harmless. It is one of the main methods of biological sewage treatment. [0003] The main treatment technologies for sewage at this stage include: A / O, SBR, CASS, etc. The purpose is to remove organic pollutants, nitr...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C02F3/12C02F3/30
CPCC02F3/1268C02F3/301C02F2203/006C02F2305/06Y02W10/10
Inventor 王婷梅凯肖雪峰孙永军邓敏燕刘青董斌刘艳林
Owner JIANGSU AONISI ENVIRONMENTAL PROTECTION TECH
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