An integrated process of (a/o/a)-mbr for enhanced denitrification and phosphorus removal by zone control and sub-point water inflow and its system device
A technology of zonal control and point-to-point water inflow, applied in water/sludge/sewage treatment, biological water/sewage treatment, aerobic and anaerobic process treatment, etc., to achieve high-efficiency nitrogen and phosphorus removal, simple process, biological high concentration effect
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Embodiment 1
[0049] (1) The experiment was carried out with low C / N domestic sewage from the urban domestic sewage treatment plant. The influent index was CODcr: 350 mg / L, NH 3 -N: 35 mg / L, TN: 50 mg / L, TP: 5 mg / L.
[0050] (2) Part of the domestic sewage is lifted into the anaerobic tank for reaction, the influent ratio of the anaerobic tank and the denitrification tank is 1:4, the residence time of the anaerobic tank is 1h, and then it enters the aerobic tank for reaction and simultaneously Blast aeration, the residence time is 2.5h, the effluent enters the sedimentation tank to remove the sludge by sedimentation.
[0051] (3) The effluent from the sedimentation tank enters the denitrification tank for reaction, the residence time of the denitrification tank is 1.5h, and then it enters the MBR reaction tank for reaction, and at the same time, blast aeration is carried out, the residence time is 4h, and finally it is discharged by suction pump.
Embodiment 2
[0053] In step (2), the water inflow ratio of the anaerobic tank and the denitrification tank is 1:2, and other operation processes are the same as those in Example 1.
Embodiment 3
[0055] In step (2), the water inflow ratio of the anaerobic tank and the denitrification tank is 1:1, and other operation processes are the same as those in Example 1.
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