Micro-aerobic biological treatment system and micro-aerobic biological treatment method for degrading cyclic compounds in coal pyrolysis wastewater
A cyclic compound and treatment system technology, applied in the field of microaerobic biological treatment system, can solve problems such as blockage of advanced oxidation equipment, increased sludge treatment pressure, and unrecoverable materials, so as to maintain high sludge concentration and reduce effluent turbidity , The effect of reducing the cost of wastewater treatment
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specific Embodiment approach 1
[0029]Specific Embodiment 1: In this embodiment, a micro-aerobic biological treatment system is a semi-underground cylindrical structure, including a micro-aerobic active coke carrier mobile biological bed system, a semi-coke filter layer system, and a material recovery system. The coke carrier mobile biological bed system is located below the ground 19. The micro-oxygen activated coke carrier mobile biological bed system includes a blower 1, a microporous air disc aeration device 2, a water inlet pipe 3, at least one submersible mixer 4, activated sludge, and a magnetic reformer. Active coke 5, multi-parameter water quality monitor 6 and pool a 20, the semi-coke filter layer system includes filter material support layer 7, semi-coke 11, water outlet pipe 13, liquid level sensor 15, pressure measuring tube 16, annular water outlet Weir 18 and pool b 21, the material recovery system includes electromagnetic lifting pulley device 9 and electromagnetic recovery device 10;
[0030...
specific Embodiment approach 2
[0031] Specific embodiment two: the difference between this embodiment and specific embodiment one is: the material recovery system also includes a staircase 12, a movable cover 14 and a filter material replacement platform 17, and the movable cover 14 is arranged on the microaerobic biological treatment At the top of the system, a staircase 12 is arranged on one side of the microaerobic biological treatment system, and the top of the staircase 12 is a filter replacement platform 17.
[0032] Other steps are the same as in the first embodiment.
specific Embodiment approach 3
[0033] Specific embodiment three: the difference between this embodiment and specific embodiment one or two is: the filter material support layer 7 is composed of an upper and lower structure, and the upper and lower structures are vertically provided with support layer holes 8, and the upper and lower structures The holes 8 in the supporting layer are dislocated, and the inner wall of the top of the annular outlet weir 18 is evenly distributed with a sawtooth structure along the horizontal direction.
[0034] Other steps are the same as those in Embodiment 1 or 2.
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