Method for culturing shortcut nitrification granular sludge by combining dual inhibition of FA and FNA
A granular sludge and short-range nitrification technology, applied in chemical instruments and methods, sludge treatment, biological sludge treatment, etc., can solve the problems of difficult increase of nitrifying bacteria biomass, low efficiency of ammonia nitrogen oxidation, slow growth of nitrifying bacteria, etc. Achieve the effect of saving denitrification carbon source, increasing the amount of treated water and drainage ratio, and compact structure
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Embodiment 1
[0031] Inoculate the aerobic activated sludge for urban domestic sewage into the SBR reactor, the sludge concentration is 5000mg / L, the total volume of the reactor is 12L, and the effective volume is 11L. COD concentration in domestic sewage water is 200-300mg / L, PO 4 3- -P concentration is 4-5mg / L, ammonium chloride is artificially added to make NH 4 + -N concentration is 50-200mg / L, and the corresponding FA concentration is between 5mg / L and 15mg / L. 2 2H 2 O 0.01g / L, MgSO 4 ·7H 2 O 0.02g / L, nutrient solution 3ml / L. The conditions of the reactor are: influent pH 7.5, 6 cycles per day, 4 hours per cycle, each cycle includes 8 minutes of water inflow, 3.5 hours of aerobic aeration, 5 minutes of drainage and 2-16 minutes of idle time, and the settling time is divided into Four stages are performed:
[0032] Stage I (1-12 cycles), sludge domestication stage: influent NH 4 + - The concentration of N is 50mg / L, the precipitation time is 15min, and the idle time is 2min; ...
Embodiment 2
[0039] Inoculate the aerobic activated sludge for treating urban domestic sewage into the SBR reactor, the sludge concentration is 6000mg / L, the total volume of the reactor is 12L, and the effective volume is 11L. The actual domestic sewage is used, and the domestic sewage is drawn from the septic tank of a family area of a university to the water storage tank every day. The pH value of the influent water is 7.8, and the remaining water quality indicators are: COD 250-320mg / L, NH 4 + -N 40~80mg / L, PO 4 3- The concentration of -P was 2mg / L. Due to the low concentration of ammonia nitrogen in the influent, ammonium chloride is artificially added to make the concentration of ammonia nitrogen in the influent 400-500mg / L, and the corresponding FA concentration is between 30mg / L and 40mg / L. Run 6 cycles per day, each cycle is 4 hours, each cycle includes 8 minutes of water intake, 3.5 hours of aerobic aeration, 5 minutes of sedimentation time, 5 minutes of drainage and 12 minut...
Embodiment 3
[0041] Inoculate part of the activated sludge for treating urban domestic sewage and the activated sludge for treating actual domestic sewage into the SBR reactor, the ratio of the two is about 1:1, the amount of inoculated sludge is 4L, and the concentration is 4500mg / L. Use actual domestic sewage to start the reactor, add ethanol as an organic carbon source manually, and keep 400mg / L unchanged, so that the NH 4 + -N concentration is 200-300mg / L, the corresponding FA concentration is between 15mg / L and 25mg / L, and other nutrients are the same as in Example 1. Keep the temperature in the reactor constant at 28°C, the pH of the influent water is 7.5-8.0, the dissolved oxygen is kept at 4 mg / L, the updraft is provided at 1.5 cm / s, and the sludge age is 15 days. After 10 days of stable operation, it was observed that fine sand-like small granular sludge was formed, and after 40 days, the granular sludge grew into dark brown granular sludge. The removal of ammonia nitrogen by th...
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