Integrated enhanced aerobic granular sludge membrane bioreactor system
A technology of aerobic granular sludge and membrane bioreactor, applied in water pollutants, biological treatment devices, chemical instruments and methods, etc., can solve the construction and operation difficulties of sewage treatment facilities, lack of professional and technical personnel, and can not be centralized treatment and other problems, to achieve the effect of stable effluent quality, efficient pollutant degradation, and easy operation.
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Embodiment 1
[0028] An integrated enhanced aerobic granular sludge membrane bioreactor system, characterized in that it includes an inlet pump 2, a reactor cavity 3, a hollow honeycomb tube 4, a vacuum pump 8, a membrane module 11, and an aerobic granular sludge reaction zone 12. Drug storage pool 13, membrane separation area 14, and drug dosing pump 15.
[0029] The upper end of the reactor cavity 3 is open and the bottom end is closed. In an embodiment, the aspect ratio (l / b) of the reactor cavity 3 is 2:1˜15:1, and the aspect ratio (b / h) is 1:1.5˜1:10.
[0030] The inside of the reactor chamber 3 is provided with a first dividing plate 9 perpendicular to the horizontal plane to separate the interior space of the reactor chamber 3 into two independent parts, one of which is an aerobic granular sludge reaction zone 12, and the other part is set There is a second partition plate 90 . The second partition plate 90 is perpendicular to the horizontal plane and divides the internal space whe...
Embodiment 2
[0041] The present embodiment adopts the sewage treatment method of the system described in embodiment 1, is characterized in that, comprises the following steps:
[0042] 1) The water inlet pump 2 continuously sends the sewage from the former residents or the distributed septic tank 1 into the aerobic granular sludge reaction zone 12 .
[0043] 2) The dosing pump 15 regularly and quantitatively transports the coagulation agent solution in the drug storage tank 13 into the aerobic granular sludge reaction zone 12 . The dosage of coagulant agent (polyaluminum chloride solution) is 5-500mg (polyaluminum chloride) / L (influent water).
[0044] 3) After being treated by the enhanced aerobic granular sludge in the reaction zone, the sewage enters the membrane separation zone 14 through the perforated partition 9 .
[0045]4) The sewage entering the membrane separation zone 14 is filtered through the membrane module 11 . Further, the operating conditions of the membrane bioreactor ...
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