Method for optimizing controlling denitrification and phosphorus release in double precipitation pool by A2/O technique
An optimized control, secondary sedimentation tank technology, applied in aerobic and anaerobic process treatment, etc., can solve problems such as low compliance rate and unstable treatment effect of single-sludge biological nitrogen and phosphorus removal process
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[0016] 1 During the test, synthetic beer wastewater (COD=251-406mg / L, total nitrogen TN=41-78mg / L and total phosphorus TP=7.1-11.5mg / L) was used, the hydraulic retention time was 9h, and the sludge age was 10- On 12 days, the sludge concentration is 3500±100mg / L, the pH of the influent is controlled at 7.2-7.6, and the temperature is controlled at 20-23°C by the heating rod. When the DO concentration of the secondary sedimentation tank is 0.66mg / L, when the sludge bed When the height is higher than 2 / 3 of the effective height of the secondary settling tank, when the nitrate concentration is 13mg / L, the nitrate concentration in the return sludge is always less than 2mg / L. The correlation coefficient between the concentration of nitrate at the end of the area and the degree of denitrification in the secondary sedimentation tank is 0.9399. There is a negative correlation between the concentration of nitrate in the effluent of the aerobic zone and the release of phosphorus, and th...
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