Constant water level sequencing batch type activated sludge treatment sewage system with characteristic of multi-stage A-O reinforced denitrogenation and phosphorus removing, and method thereof
A technology for denitrification and phosphorus removal and activated sludge, which is applied in the field of sewage treatment to achieve high denitrification efficiency, fully utilize carbon sources, and take into account the effects of phosphorus removal.
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Embodiment 1
[0051] Example 1: Multi-stage A-O enhanced denitrification and dephosphorization constant water level sequence batch activated sludge treatment sewage system
[0052] Such as figure 2 As shown, the multi-stage A-O enhanced denitrification and dephosphorization constant water level sequence batch activated sludge treatment sewage system includes: anaerobic grid 2, multi-stage anoxic-aerobic grid (1 is anoxic grid, 14 is good oxygen grid) and facultative grid 13; the first system reaction grid is anaerobic grid 2, and anaerobic grid 2 is connected to the multi-stage anoxic-aerobic grid, and then connected to facultative grid 13, in which the anaerobic grid After the oxygen grid 2 is the hypoxic grid 1 in the first-level anoxic-aerobic grid; the first aerobic grid 15 and the second aerobic grid 16 are respectively connected with the first sequence grid 5 and the second sequence grid 7 pass; anaerobic grid 2, multi-stage anoxic-aerobic grid and facultative oxygen grid 13 form a ...
Embodiment 2
[0053] Example 2: Multi-stage A-O enhanced denitrification and dephosphorization constant water level sequence batch activated sludge treatment method for sewage
[0054] When the series of multi-stage hypoxia-aerobic grids is two-level, there are first-level hypoxic-aerobic grids and second-level hypoxic-aerobic grids, including the following steps:
[0055] 1) First, part of the sewage (30%) enters the anaerobic grid, and mixes them with the return sludge from the first sequence batch, so that the phosphorus accumulating bacteria in it absorb the volatile acid produced by the hydrolysis and acidification of the sewage and release phosphorus; the return flow The volume ratio of the amount of sludge to the total influent of the system, namely the reflux ratio, is 1.5:1.
[0056] 2) Put part of the sewage (20%) into the anoxic grid in the first-level anoxic-aerobic grid, mix it with the sewage treated in step 1) in the anoxic grid, and remove the pollutants brought in the anaer...
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