Advanced treatment method for carbonization wastewater
A coking wastewater and advanced treatment technology, applied in chemical instruments and methods, water/sewage multi-stage treatment, biological water/sewage treatment, etc., can solve the problems of COD, total phenol and ammonia nitrogen pollutants failing to meet the discharge standards
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specific Embodiment approach 1
[0005] Specific Embodiment 1: The advanced treatment of coking wastewater in this embodiment is carried out according to the following steps: (1) the coking wastewater that has been generally treated is passed into the flocculation tank to add chemical-biological composite flocculant; (2) pumped into the sand filter column; (3) ) to aerate the sand-filtered waste water, and then pass it into the immobilized bioactivated carbon reactor to stay for 30-40 minutes, and the water can be discharged; step (3) the immobilized bioactivated carbon reactor is provided with an immobilized bioactivated carbon column, fixed Engineering bacteria were immobilized on the activated carbon column.
[0006] In this embodiment, a chemical-biological composite flocculant is added to the flocculation tank. The biological flocculant in the composite flocculant is a metabolite produced by microorganisms, and its main components are glycoprotein, polysaccharide, protein, cellulose and DNA. The use of c...
specific Embodiment approach 2
[0007] Embodiment 2: The difference between this embodiment and Embodiment 1 is: the chemical-biological composite flocculant in step (1) is composed of chemical flocculant and biological flocculant; 80-120 mg of chemical flocculant is added per liter of waste water agent and 7~13mg bioflocculant. Other steps are the same as those in Embodiment 1.
specific Embodiment approach 3
[0008] Specific embodiment three: The difference between this embodiment and specific embodiment one is: the chemical-biological composite flocculant in step (1) is composed of chemical flocculant and biological flocculant; 90-110 mg chemical flocculant is added per liter of waste water Agent and 8 ~ 12mg bioflocculant. Other steps are the same as those in Embodiment 1.
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