Front, middle and rear ozone and central aerated biological activated carbon water supply treatment method
A technology of biological aeration and water treatment, applied in water/sewage multi-stage treatment, water/sludge/sewage treatment, chemical instruments and methods, etc., to reduce ozone dosing rate, prevent microbiological leakage, and improve removal rate Effect
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Embodiment 1
[0033] The concentration of ammonia nitrogen in the test raw water is 0.6-3.8mg / L, COD Mn 2.7~6.5mg / L.
[0034] Such as image 3 Shown, a kind of pre-, middle and post-ozone and middle aeration biological activated carbon process comprises the following steps:
[0035] (1) Before the raw water enters the ozone contact tank, add ozone in the tank to pre-oxidize the raw water. Calculated according to the volume of raw water, the ozone dosing rate is 0.5mg / L, and the contact time is 5min;
[0036] (2) Step (1) Before the effluent enters the coagulation reaction tank, add the coagulant polyaluminium chloride. Calculated according to the volume of the raw water, the dosage is 80mg / L. After fully mixing, carry out the coagulation reaction and precipitation for 10-15 minutes . The influent turbidity is 20-40NTU, and the effluent turbidity is 1.0-1.7NTU;
[0037] (3) The effluent from step (2) enters the medium ozone contact pool, and ozone is added into the pool to oxidize and de...
Embodiment 2
[0044] The concentration of ammonia nitrogen in the test raw water is 0.2-0.8mg / L, COD Mn 1.7~4.5mg / L.
[0045] Such as image 3 Shown, a kind of pre-, middle and post-ozone and middle aeration biological activated carbon process comprises the following steps:
[0046] (1) Before the raw water enters the ozone contact tank, add ozone in the tank to pre-oxidize the raw water. Calculated according to the volume of the raw water, the ozone dosing rate is 0-0.5 mg / L, and the contact time is 5 minutes;
[0047] (2) Step (1) Add coagulant polyaluminium chloride before the effluent enters the coagulation reaction tank. Calculated according to the volume of raw water, the dosage is 30mg / L. After fully mixing, coagulation reaction and precipitation are carried out. The turbidity of the influent water is 20-40NTU, and the turbidity of the effluent water is 0.9-1.5NTU. The pre-ozone coagulation effect is not obvious, and other pre-oxidation methods can be used instead;
[0048] (3) Th...
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