Biochemical simultaneous phosphorus and nitrogen removal method of domestic sewage
A technology for simultaneous denitrification and phosphorus removal, and domestic sewage treatment. It is applied in the field of domestic sewage treatment. It can solve the problems of high SS requirements for influent water, inability to meet the phosphorus standards at the same time, and filter blockage. It achieves a small footprint and reduces sludge. volume, the effect of maintaining stability
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Embodiment 1
[0025] The preparation method of iron-carbon filler is in accordance with the patent number ZL200910198816.9, and the name of the invention is iron-carbon micro-electrolysis filler. Preparation method: first use powdered activated carbon with a particle size of less than 60 mesh and a particle size of less than 100 mesh as the raw material, and measure the iron: carbon = (10~1): 1 mass ratio, the mixed raw materials are added into the model by a powder press under a pressure of 200kN to form a spherical blank with a spherical diameter of 8~3mm, and then heated at 1050~1200℃ for 90~100min in isolation Quenched.
[0026] Then, the iron-carbon fillers prepared above are respectively loaded into the anaerobic filter tank and the aerobic filter tank.
[0027] The filling volume of iron-carbon filler in the anaerobic filter is 70% by volume of the internal volume of the anaerobic filter.
[0028] The filling volume of the iron-carbon filler in the aerobic filter is 70% of the internal vol...
Embodiment 2
[0030] Taken from a sewage treatment plant in a city: COD is 126mg / L, TN is 28mg / L, TP is 3.2mg / L, and pH is 6.7. First, use the grille and the primary sedimentation tank to pre-remove part of the suspended solids and then enter the collection well. The primary sedimentation tank is a flat flow sedimentation tank with a surface load of 1m. 3 / m 2 .h, the residence time is 3h, and then stay in the collection well for 0.5h to ensure the normal operation of the pump and reduce the disturbance of the advection sedimentation tank. Then the domestic sewage in the collection well enters the anaerobic filter and the aerobic filter in turn. The effluent from the aerobic filter is returned to the anaerobic filter with a return ratio of 50%. The anaerobic filter adopts microporous aeration head aeration. The gas-water ratio is 10:1, the residence time in the anaerobic filter tank is 1.5h, and the residence time in the aerobic filter tank is 3h. The effluent is discharged after gravity sedi...
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