Rapid short-cut nitrification treatment of urban sewage based on FNA pretreatment of biofilm
A technology for short-range nitrification and urban sewage, which is applied in chemical instruments and methods, sustainable biological treatment, biological water/sewage treatment, etc. Low problems, to achieve the effect of quick start, simple operation and high efficiency
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Embodiment 1
[0021] Short-cut nitrification of urban sewage by using FNA pretreatment biofilm:
[0022] In a stable SBBR reactor, 6.5mg / L is selected as the FNA concentration value of the pretreated biofilm according to the determined optimal concentration range of FNA, and the biofilm is soaked for 12 hours for pretreatment on the 11th day. After pretreatment, the routine operation, NAR Immediately reach more than 80% and remain stable, water NH 4 + -N=8±3mg / L, NO 3 - -N=10±2mg / L, NO 2 - -N=30±4mg / L, COD=42±7mg / L, which proves that stable short-range nitrification has been achieved;
[0023] refer to figure 1 For the short-range nitration NH that realizes fast according to the method for embodiment 1 4 + -N, NO 2 - -N, NO 3 - -N concentration and NAR changes with time, it can be seen that after the FNA pretreatment of the biofilm in the SBBR with stable operation on the 11th day, the effluent NO 3 - -N concentration decreased rapidly, effluent NO 2 - -N concentration rises...
Embodiment 2
[0025] Short-cut nitrification of urban sewage by using FNA pretreatment biofilm:
[0026] For SBBR with stable operation, select FNA=6.0mg / L, soak the biofilm for 12 hours for pretreatment, and perform regular operation after pretreatment, the calculated NAR reaches about 80% and remains stable, and the effluent NH 4 + -N=6±3mg / L, NO 3 - -N=8±3mg / L, NO 2 - -N=31±4mg / L, COD=53±8mg / L, which proves that stable short-range nitrification has been achieved.
Embodiment 3
[0028] Short-cut nitrification of urban sewage by using FNA pretreatment biofilm:
[0029] For SBBR with stable operation, select FNA=7.0mg / L, soak the biofilm for 12 hours for pretreatment, and perform regular operation after pretreatment, the calculated NAR reaches more than 80% and remains stable, and the effluent NH 4 + -N=8±3mg / L, NO 3 - -N=7±3mg / L, NO 2 --N=36±2mg / L, COD=50±3mg / L, which proves that stable short-range nitrification has been achieved.
[0030] According to the method of embodiment 2 and embodiment 3, NH in the final effluent 4 + -N, NO 2 - -N, NO 3 - -The concentration of N and the change of NAR and the final effluent NH in accordance with the method of Example 1 4 + -N, NO 2 - -N, NO 3 - -N concentration and NAR have the same changing trend.
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