Compound nitrifying bacterium and production method thereof
A technology of nitrifying bacteria and denitrifying bacteria, applied in chemical instruments and methods, biological water/sewage treatment, water/sludge/sewage treatment, etc., can solve the problems of unsatisfactory ammonia nitrogen removal, no denitrification, and single composition.
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Embodiment 1
[0042] The present embodiment nitrifying bacteria: the total quantity ratio of denitrifying bacteria is 3: 2, and in the nitrifying bacteria, Nitrobacter winogradskyi (Nitrobacter winogradskyi), Microbacterium oxydans (Microbacterium oxydans), Rhodococcus ruber (Rhodococcus ruber), Nitrosomonas Europe ( Nitrosomonas europaea), Alcaligenes faecalis, Arthrobacter ramosus, Nitrobacter Hamburgensis.
[0043] Paracoccus denitrificans, Geobacillus pallidas, Pseudomonas fluorescens.
[0044] In a chemical sewage treatment plant, due to factors such as backward water treatment technology and the impact of accidental water, the effluent of ammonia nitrogen cannot meet the discharge standards. The value of ammonia nitrogen in the influent water is often in the range of 40-70mg / L. According to the situation, dosing 0.5- After 2% of the above-mentioned compound nitrifying bacteria, due to the lack of carbon source for the effective use of microorganisms in the raw sewage, under the additi...
Embodiment 2
[0046] In the present embodiment, the total number ratio of denitrifying bacteria to denitrifying bacteria is 5:3, Nitrobacter winogradskyi, Microbacterium oxydans, Rhodococcus ruber, Nitrosomonas european (Nitrosomonas europaea), Alcaligenes faecalis, Arthrobacter ramosus, Nitrobacter Hamburgensis, Paracoccus denitrificans, Geobacillus pallidas, Pseudomonas fluorescens (Pseudomonas fluorescens).
[0047] After the incremental transformation of an industrial sewage treatment plant, after the raw sewage was treated, the ammonia nitrogen in the effluent was slightly higher than that in the influent, which could not meet the discharge requirements. When the influent ammonia nitrogen fluctuates between 35-45mg / L, after adding 0.3-0.8% of the above-mentioned compound nitrifying bacteria according to the volume of the treated sewage, after 2-3 hours of treatment, the ammonia nitrogen value drops below 2.65mg / L , which is far lower than the 43.32mg / L value of the effluent treated by...
Embodiment 3
[0049] The present embodiment nitrifying bacteria: the total quantity ratio of denitrifying bacteria is 3: 2, and in the nitrifying bacteria, Nitrobacter winogradskyi (Nitrobacter winogradskyi), Microbacterium oxydans (Microbacterium oxydans), Rhodococcus ruber (Rhodococcus ruber), Nitrosomonas Europe ( Nitrosomonas europaea), Alcaligenes faecalis, Arthrobacter ramosus, Nitrobacter Hamburgensis
[0050] Paracoccus denitrificans (Paracoccus denitrificans), Geobacillus pallidas (Geobacillus pallidas), Pseudomonas fluorescens (Pseudomonas fluorescens) The waste water of a chemical industry group was catalyzed under the condition of influent COD and ammonia nitrogen of 7609mg / L and 1753mg / L respectively. The average COD of the effluent from the oxidation unit is about 1100mg / L, the average effluent ammonia nitrogen is about 330mg / L, and the effluent is further biochemically treated. In the biochemical treatment process, under the treatment of adding 2% of the above-mentioned compo...
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