Continuous flow aerobe fluidized bed process
An aerobic biological and fluidized bed technology, which is applied in the field of industrial wastewater treatment, can solve the problems of insignificant denitrification and organic matter degradation effect, high capital construction cost and operating cost, troublesome operation and management, etc., and achieve good denitrification and phosphorus removal effect. , The operation effect is stable, the effect of reducing the floor space
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Examples 1, 2, 3, 4, 5, and 6: all use artificial simulated wastewater for further description.
Example 1:
The temperature of artificially simulated wastewater in the water distribution bucket is 18~23℃, the PH value is 6.0~6.5, the water flow rate is 17.1mL / min, the rising gas velocity is controlled at 100~120L / h, COD cr The content is 889.44mg / L, NH 3 -N content is 110.73mg / L, TP content is 6.51mg / L, artificial simulated wastewater is pumped into the reactor through Langer peristaltic pump, and the hydraulic retention time is 0.49d -1 When the effluent COD cr , NH 3 The concentrations of -N and TP are 140.35mg / L, 2.60mg / L, 0.60mg / L, and the removal rates are 84.22%, 97.65%, and 90.78% respectively. The sewage removal effect is good; the sludge amount MLSS reaches 634mg / L , MLVSS reaches 90mg / L; Settling performance of sludge SV 30 It is 8%, the SVI value reaches 124.42mL / g, and the sludge volume and sedimentation performance are good.
Example Embodiment
Example 2:
The temperature of artificially simulated wastewater in the water distribution bucket is 18~23℃, the PH value is 6.0~6.5, the water flow rate is 17.1mL / min, the rising gas velocity is controlled at 100~120L / h, COD cr The content is 1262.86mg / L, NH 3 -N content is 116.90mg / L, TP content is 7.33mg / L, artificial simulated wastewater is sucked into the reactor through Langer peristaltic pump, and the hydraulic retention time is 0.49d -1 , COD in the effluent cr , NH 3 The concentrations of -N and TP are 173.40mg / L, 11.81mg / L, 0.98mg / L, and the removal rates are 86.27%, 89.90%, 86.63%, respectively. The sewage removal effect is good; the sludge amount MLSS reaches 394mg / L , MLVSS reaches 50mg / L; Settling performance of sludge SV 30 It is 5%, the SVI value reaches 139.59mL / g, and the sludge volume and sedimentation performance are good.
Example Embodiment
Example 3:
The temperature of artificially simulated wastewater in the water distribution bucket is 18~23℃, the PH value is 6.0~6.5, the water flow rate is 17.1mL / min, the rising gas velocity is controlled at 100~120L / h, COD cr The content is 1262.86mg / L, NH 3 -N content is 116.90mg / L, TP content is 7.33mg / L, artificial simulated wastewater is sucked into the reactor through Langer peristaltic pump, and the hydraulic retention time is 0.49d -1 , COD in the effluent cr , NH 3 The concentrations of -N and TP are 173.40mg / L, 11.81mg / L, 0.98mg / L, and the removal rates are 86.27%, 89.90%, 86.63%, respectively. The sewage removal effect is good; the sludge amount MLSS reaches 394mg / L , MLVSS reaches 50mg / L; Settling performance of sludge SV 30 It is 5%, the SVI value reaches 139.59mL / g, and the sludge volume and sedimentation performance are good.
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