Wastewater treatment method through cascading utilization of powdered activated carbon
A technology of powder activated carbon and treatment method, which is applied in water/sewage treatment, water treatment parameter control, special compound water treatment, etc. It can solve the problems of underutilization of activated carbon, insignificant treatment effect and high treatment cost, and achieve a good market Foreground, improved processing effect, simple process effect
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Embodiment 1
[0029] The treatment process of ammonia distillation wastewater in a coking plant is: anaerobic-anoxic-aerobic-coagulation-ozone catalytic oxidation, in which the COD of ammonia distillation raw water, biochemical effluent, coagulation effluent, and ozone catalytic oxidation effluent are 5120, 220, 141 respectively , 76mg / L, first add powdered activated carbon to the ozone catalytic oxidation effluent, the dosage is 2000mg / L, the activated carbon precipitation slurry is added in the second stage of the coagulation section, and the coagulated and precipitated activated carbon slurry is added to the raw ammonia distilled water for pretreatment , The pretreated activated carbon precipitation slurry is added to the biochemical aerobic section, and the effluent of each section: pretreatment effluent, biochemical effluent, coagulation effluent, and terminal effluent COD are respectively reduced to 4030, 182, 91, and 40mg / L.
Embodiment 2
[0031] The ammonia distillation raw water treatment process of a coking plant is: anoxic-aerobic-coagulation-Fenton oxidation, in which ammonia distillation raw water, biochemical effluent, coagulation effluent, and Fenton oxidation effluent COD are 6230, 283, 176, 105mg / L, add powdered activated carbon to the Fenton oxidation effluent first, the dosage is 3000mg / L, the activated carbon precipitation slurry is added in the second stage of the coagulation section, and the coagulated and precipitated activated carbon slurry is added to the raw ammonia distilled water for pretreatment. The activated carbon precipitation slurry is added to the biochemical aerobic section, and the effluent of each section: pretreatment effluent, biochemical effluent, coagulation effluent, and terminal effluent COD are respectively reduced to 4510, 205, 95, and 42mg / L.
Embodiment 3
[0033] The wastewater treatment process of a coal chemical plant area is: anoxic-aerobic-coagulation-ozone catalytic oxidation, in which the COD of raw water, biochemical effluent, coagulation effluent, and ozone catalytic oxidation effluent is 8150, 351, 220, 150mg / L, and the points will be The powdered activated carbon is first added to the ozone catalytic oxidation effluent, the dosage is 5000mg / L, the activated carbon precipitation slurry is added in the second stage of the coagulation section, and the coagulated and precipitated activated carbon slurry is added to the ammonia distilled raw water for pretreatment, and the activated carbon precipitation slurry is pretreated Added to the biochemical aerobic section, the effluent of each section: pretreatment effluent, biochemical effluent, coagulation effluent, and terminal effluent COD were reduced to 5740, 210, 102, and 40mg / L respectively.
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