A quick start-up method for short-cut nitrification and denitrification in wastewater treatment system
A waste water treatment system, short-cut nitrification technology, applied in chemical instruments and methods, biological water/sewage treatment, water/sludge/sewage treatment, etc., can solve problems that limit the development and application of short-cut nitrification and denitrification technology, and achieve guaranteed The effects of long-term stable operation, reduced labor intensity, and shortened adaptation period
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Embodiment 1
[0028] Example 1 Preparation of denitrification microbial preparation
[0029] 1. Cultivation of a single bacterial strain: According to the methods described in CN102465103, CN102465104, CN102465105 and CN102465106, the four bacterial strains FDN-1, FDN-2, DN-3 and SDN-3 were individually cultured to the logarithmic growth phase to obtain a single The seed liquid of the strain.
[0030] 2. Preparation of nitrogen-removing microbial preparations: the seed liquids of the above-mentioned four strains of Arthrobacter FDN-1, Flavobacterium waterii FDN-2, Paracoccus denitrificans DN-3 and Methylobacterium SDN-3 were mixed at a ratio of 1:2. : 8~15:8~15 and 8~15:8~15:2:1 are mixed in two volume ratios, respectively carried out amplified culture in a reactor with a good stirring system, and the concentration of ammonia nitrogen in the culture solution is 200~800mg / L, the mass ratio of carbon to nitrogen is 2:1~4:1, the temperature is 25°C~35°C, the pH value is 6.5~10.0, the dissolv...
Embodiment 2
[0033] Use self-prepared wastewater with ammonia nitrogen concentration of 300mg / L and COD concentration of 800mg / L as the test water for short-range nitrification and denitrification start-up test of the reactor. During the start-up process, the pH is controlled at 7.9, the temperature is controlled at 20°C, 1.5~3.0mg / L, the mass ratio of carbon to nitrogen is 4:1. Firstly, 20% of the treated wastewater volume was inoculated with activated sludge for adaptive acclimatization. First run intermittently, stop ventilation after 24 hours of reaction, discharge the supernatant after natural settlement, leave activated sludge, and then fill the reactor with new ammonia-containing wastewater. When the removal rate of ammonia nitrogen is greater than 90%, increase the concentration of ammonia nitrogen in the influent, and the range of each increase is 100mg / L. After 3 days of operation, when the concentration of suspended solids in the supernatant is 80mg / L, add according to the volum...
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