Rapid starting method of shortcut nitrification and denitrification in A/O (Anoxic/Oxic) process
A short-range nitrification and quick-start technology, which is applied in the field of sewage treatment, can solve the problems of difficult denitrification and reduced denitrification efficiency, and achieve the effects of improving denitrification efficiency, preventing sludge bulking, and high treatment efficiency
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Embodiment 1
[0032] Select a sponge filler (1cm*1cm*1cm) with a large specific surface area, a density close to that of water, and not easy to clog, and place it in the aerobic tank. The filler and sludge are uniformly inoculated, and the filler dosage accounts for 10% of the reactor volume. The aerobic activated sludge of the urban sewage treatment plant was used as the inoculum, the MLSS after inoculation was 3g / L, the volume ratio of the aerobic tank and the anoxic tank was 1:1, and the sludge in the aerobic tank and the anoxic tank The inoculum volume was 30% of the effective volume of the corresponding reaction pool.
[0033] The artificially prepared synthetic wastewater is used as the influent, the influent COD / N ratio is 6, and the composition is as follows: (NH 4 ) 2 SO 4 283mg / L, NaHCO 3 720mg / L, K 2 HPO 4 70mg / L, MgSO 4 ·7H 2 O100mg / L, NaCl58.5mg / L, sodium acetate 463mg / L, trace elements 1mL / L. Trace element composition (g / L): ZnSO 4 ·7H 2 O0.43, H 3 BO 4 0.014, MnC1...
Embodiment 2
[0037] Select a sponge filler (1cm*1cm*1cm) with a large specific surface area, a density close to that of water, and not easy to clog, and place it in the aerobic tank. The filler and sludge are evenly inoculated, and the filler dosage accounts for 20% of the reactor volume. The aerobic activated sludge from the urban sewage treatment plant was used as the inoculum to inoculate the aerobic pool and the anoxic pool. The volume ratio of the aerobic pool and the anoxic pool was 1:1, and the MLSS of the inoculated sludge was 17g / L. The inoculum size is 30% of the effective volume of the bioreactor.
[0038] The artificially prepared synthetic wastewater is used as the influent, the influent COD / N ratio is 4, and the composition is as follows: (NH 4 ) 2 SO 4 236mg / L, NaHCO 3 600mg / L, K 2 HPO 4 70mg / L, MgSO 4 ·7H 2 O100mg / L, NaCl58.5mg / L, sodium acetate 257mg / L, trace elements 1mL / L. Trace element composition (g / L): ZnSO 4 ·7H 2 O0.43, H 3 BO 4 0.014, MnC1 2 4H 2 O0.9...
Embodiment 3
[0042] Select a sponge filler (1cm*1cm*1cm) with a large specific surface area, a density close to that of water, and not easy to clog, and place it in the aerobic tank. The filler and sludge are evenly inoculated, and the filler dosage accounts for 15% of the reactor volume. The aerobic activated sludge of the urban sewage treatment plant was used as the inoculum, the MLSS after inoculation was 5g / L, the volume ratio of the aerobic tank and the anoxic tank was 1:1, and the sludge in the aerobic tank and the anoxic tank The amount of inoculum is 40% of the effective volume of the corresponding reaction pool
[0043] With urban domestic sewage as the influent, the influent COD / N ratio is about 5.5. Influent water quality is as follows: TCOD341mg / L, ammonia nitrogen 44mg / L, TN62mg / L, SS80mg / L, TP7.2mg / L, pH7.3. Continuous water inlet operation, the hydraulic retention time of the anoxic pool and the aerobic pool are both set to 6h, the temperature is controlled at 28°C, and the...
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