Method for deeply treating nonbiodegradable sewage
A treatment method and advanced treatment technology, applied in water/sewage multi-stage treatment, water/sludge/sewage treatment, chemical instruments and methods, etc., can solve the problem of unsatisfactory treatment efficiency, high operating cost, and large dosage of ozone And other issues
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Embodiment 1
[0049] Embodiment 1: Advanced treatment of biologically refractory sewage by the present invention
[0050] The implementation steps are as follows:
[0051] A. Coagulation and flocculation
[0052] Let COD cr The biodegradable sewage with a concentration of 60mg / L enters the coagulation area of the coagulation flocculation tank, and at the same time, the coagulant polyaluminum chloride is continuously added at a ratio of 85mg coagulant per liter of biodegradable sewage, and the stirring intensity G is 1000 Under the conditions of the above conditions, let the sewage and the coagulant mix for 30s, then let the mixture enter the flocculation area of the coagulation flocculation tank, and mix for 16min under the condition that the stirring intensity G is 40, and the SS containing 86mg / L is obtained. the water of the alum flower;
[0053] B. Membrane filtration
[0054] Let the effluent obtained in step A enter the membrane filtration unit from the lower part of the membr...
Embodiment 2
[0057] Embodiment 2: Advanced treatment of biologically refractory sewage by the present invention
[0058] The implementation steps are as follows:
[0059] A. Coagulation and flocculation
[0060] Let COD cr The biodegradable sewage with a concentration of 130mg / L enters the coagulation area of the coagulation and flocculation tank, and at the same time, the coagulant polyaluminum chloride is continuously added according to the ratio of 100mg coagulant per liter of biodegradable sewage, and the stirring intensity G is 600 Under the condition of , let the sewage and the coagulant mix for 60s, then let the mixture enter the flocculation area of the coagulation flocculation tank, mix for 20min under the condition that the stirring intensity G is 30, and obtain the SS containing 50mg / L the water of the alum flower;
[0061] B. Membrane filtration
[0062] Let the effluent obtained in step A enter the membrane filtration unit from the lower part of the membrane filtration...
Embodiment 3
[0065] Embodiment 3: Advanced treatment of biologically refractory sewage by the present invention
[0066] The implementation steps are as follows:
[0067] A. Coagulation and flocculation
[0068] Let COD cr The biodegradable sewage with a concentration of 100mg / L enters the coagulation area of the coagulation flocculation tank, and at the same time, the coagulant polyaluminum chloride is continuously added at a ratio of 50mg coagulant per liter of biodegradable sewage, and the stirring intensity G is 850 Under the condition of , let the sewage and the coagulant mix for 50s, then let the mixture enter the flocculation area of the coagulation flocculation tank, mix it for 15min under the condition that the stirring intensity G is 60, and obtain the SS containing 100mg / L the water of the alum flower;
[0069] B. Membrane filtration
[0070] Let the effluent obtained in step A enter the membrane filtration unit from the lower part of the membrane filtration unit. The rati...
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