Multi-point water feeding town sewage treatment system and treatment method thereof
A technology of urban sewage and multi-point water inflow, applied in the sewage treatment system and its treatment field, can solve the problems such as the contradiction between nitrifying bacteria and phosphorus accumulating bacteria, and achieve the effect of improving the effect
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[0039] The volume ratio of the test device anaerobic tank, anoxic tank and aerobic tank is 1:1:3, and the total residence time of sewage is 13 hours. The test water was taken from the urban mixed sewage behind the fine screen of a sewage treatment plant. After the sewage passes through the primary sink of the raw water tank, the influent water quality is: pH is about 7.3, temperature is 20°C, COD=180-350mg / L, BOD 5 =85~210mg / L, NH 3-N=21~42mg / L, TN=29~58mg / L, TP=2.1~7.8mg / L, C / N ratio is 5~6, which belongs to typical low C / N ratio sewage. The raw water deposited in the raw water tank enters the anaerobic pool and the anoxic pool at a ratio of 5:5, and the effluent from the anaerobic pool and the anoxic pool directly enters the aerobic pool. The reflux ratio of the nitrifying liquid is 200%, and the sludge reflux ratio is 75%. . The sewage entering the anaerobic tank undergoes a biochemical reaction under the action of anaerobic bacteria. The anaerobic reaction breaks the ma...
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