Process for deeply treating printing and dyeing wastewater in presence of attapulgite catalyst
A technology of printing and dyeing wastewater and attapulgite, applied in the field of environmental engineering, can solve the problems that the treatment method is difficult to meet the requirements of production and environmental protection, the COD removal rate is less than 30%, and the biodegradability of printing and dyeing wastewater is poor, so as to achieve enhanced aerobic biochemical treatment ability and effect, improving the efficiency of biochemical reactions and the ability to degrade organic matter, and improving the effect of biochemical treatment
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Embodiment 1
[0024] Implementation steps of advanced treatment of printing and dyeing wastewater in a printing and dyeing factory;
[0025] (1) Use a lift pump to press 150m from the adjustment pool 3 The / h flow rate is pumped into the radial flow coagulation sedimentation tank, and 10% concentration of ferrous sulfate solution and lime milk are added according to 0.3% of the printing and dyeing wastewater. Hydraulic retention time 2h;
[0026] (2) The outlet water of the radial flow coagulation sedimentation tank shall be 150m 3 The / h flow rate is pumped into the anaerobic tank for acidification and hydrolysis, and the hydraulic retention time is 4h;
[0027] (3) The effluent from the anaerobic pool enters the anoxic-aerobic pool containing attapulgite catalyst for treatment, and the dosage of attapulgite catalyst in the anoxic-aerobic pool is 5m 3 . The hydraulic retention time is 24 hours, and the sludge reflux ratio of the biochemical system is 1.0;
[0028] (4) The effluent fro...
Embodiment 2
[0031] Implementation steps of advanced treatment of printing and dyeing wastewater in a printing and dyeing factory;
[0032] (1) Use a lift pump to press 250m from the adjustment pool 3 The / h flow rate is pumped into the radial flow coagulation sedimentation tank, and 10% concentration of PAC is added according to 0.03% of the printing and dyeing wastewater.
[0033] (2) The outlet water of the radial flow coagulation sedimentation tank shall be 250m 3 The / h flow rate is pumped into the anaerobic tank for acidification and hydrolysis, and the hydraulic retention time is 4h;
[0034] (3) The effluent from the anaerobic pool enters the anoxic-aerobic pool containing attapulgite catalyst for treatment, and the one-time dosage of attapulgite catalyst in the anoxic-aerobic pool is 10m 3 . The hydraulic retention time is 24 hours, and the sludge reflux ratio of the biochemical system is 1.0;
[0035] (4) The effluent from the anoxic-aerobic tank enters the secondary sediment...
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