Process for removing nitrogen and phosphor from sewage capable of being built by separate periods
A technology for nitrogen and phosphorus removal and process, applied in the direction of biological water/sewage treatment, adsorption water/sewage treatment, water/sewage multi-stage treatment, etc., to achieve short hydraulic retention time, low construction investment and operation costs, and simple process flow Effect
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[0014] Sewage and chemical dephosphorization agent (polyferric chloride and aluminum sulfate) enter the primary sedimentation tank after being mixed in the grit chamber, and part of the returned sludge also flows back to the primary sedimentation tank and settles in the primary sedimentation tank for about 1.5 hours. The effluent enters the aeration tank and mixes with part of the return sludge. After 5-6 hours of aeration, the mixed solution is discharged into the secondary sedimentation tank. After the separation of mud and water, the effluent from the secondary sedimentation tank enters the aerated zeolite biological filter, and is discharged after being fully absorbed. The adsorption-saturated zeolite biological filter material adopts chemical-biological synergistic regeneration, and the regenerated nitrification liquid is returned to the adsorption regeneration section of the primary sedimentation tank or aeration tank for denitrification and denitrification. When 40% of ...
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