Sewage denitrification process based on bacillus
A bacillus and sewage technology, which is applied in the field of sewage denitrification technology based on bacillus, can solve the problems of denitrification efficiency reduction and denitrification process instability, so as to avoid the instability of bacterial group structure, realize denitrification, The effect of stabilizing denitrification
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Embodiment 1
[0020] like figure 1 As shown, this embodiment provides a Bacillus-based sewage denitrification process, which is applied to upgrade the tail water of sewage plants in summer, and upgrade the tail water of grade B to grade A standard.
[0021] The process specifically includes:
[0022] Step S1, hang the bacillus in the first-level aerated biological filter, the second-level anoxic biological filter and the third-level anaerobic biological filter. In this embodiment, the bacillus is Bacillus licheniformis, and each biological The abundance of Bacillus in the filter was 40%.
[0023] Step S2, after successful film formation, the sewage to be treated is pumped into the primary aerated biological filter for nitrification reaction, specifically, the NH in the sewage to be treated 3 -N is 8mg / L, TN is 18mg / L, which is NH 3 - -N and TN are first-level B; specifically, in this embodiment, it is necessary to ensure that the DO value in the first-level biological aerated filter is ...
Embodiment 2
[0028] This embodiment provides a process for denitrification of sewage based on bacillus. The same process is applied to upgrade the tail water of sewage plants in summer, and upgrade the tail water of Class A to Class IV water standard.
[0029] This embodiment is different from implementation 1 in that:
[0030] In step S2, the NH in the sewage to be treated 3 -N is 5mg / L, TN is 15mg / L, which is NH 3 - -N and TN are first-level A initially, and the DO value in the first-level biological aerated filter is 4mg / L; at this time, the nitrification reaction is mainly carried out, and the NH 3 -N removal rate can reach 80%.
[0031] In step S3, the DO values in the secondary anoxic biological filter and the tertiary anaerobic biological filter are 1 mg / L, and carbon sources are added to the secondary anoxic biological filter.
[0032] In step S4, the treated water is discharged, and the NH in the water finally discharged after detection 3 - -N at 1mg / L, TN at 6mg / L, NO 3 ...
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