Culture method of aerobic denitrification particle sludge
A technology of anaerobic granular sludge and nitrifying granular sludge is applied in the cultivation field of aerobic denitrifying granular sludge, which can solve the problems of low reactor efficiency, high investment and operation cost, low sludge concentration, etc. The effect of reducing pollution and high microbial biomass
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Embodiment 1
[0016] Mix the anaerobic granular sludge in the UASB (Up-flow Anaerobic Sludge Bed) reactor for starch wastewater treatment with the aerobic flocculent sludge for urban sewage treatment in a mass ratio of 4:1 , and then inoculate the mixed sludge into the upflow aerobic sludge bed reactor. The total nitrate concentration of artificially configured simulated wastewater is 300mg / L, the molar ratio of nitrite to nitrate is 2:1, the operating conditions of the reactor are: temperature 25-35°C, pH value between 6.4-7.8, dissolved Oxygen is 3-6mg / L, hydraulic retention time is 6-10 hours, air aeration is used, and the air rate is 20-30L / h. After 72 days of stable operation, brown aerobic denitrification granular sludge is observed in the reactor . Its particle size is 0.7~1.1mm, and its density is 1.01~1.28g / cm 3 , The removal rate of total nitrate nitrogen was 77%.
Embodiment 2
[0018] Adopt the inoculation sludge identical with embodiment 1, in the cultivation process, the total nitrate concentration of influent is gradually increased to 300mg / L by 30mg / L, every 3 days improves once influent load, improves 30mg / L each time, other conditions and Same as Example 1, after 65 days of stable operation, brown aerobic denitrification granular sludge was observed in the reactor, with a particle size of 0.8-1.2mm and a density of about 1.15g / cm 3 , The removal rate of total nitrate nitrogen was 83%.
Embodiment 3
[0020] The activated sludge from the sewage treatment system of a slaughterhouse was used to inoculate into the upflow aerobic reactor, and the total nitrate concentration of simulated wastewater was artificially configured to be 400 mg / L, and the molar ratio of nitrite to nitrate was 1:2. The air velocity of the reactor is 30-45L / h, and other conditions are the same as in Example 1. After 89 consecutive days, aerobic denitrification granular sludge appears in the reactor, with a particle size of 2.8-3.5mm and a density of about 1.25g / cm 3 , The removal rate of total nitrate nitrogen is 85%.
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