Method for treating high-concentration chemical wastewater
A technology for chemical wastewater and treatment methods, which is applied in chemical instruments and methods, water/sewage multi-stage treatment, water/sludge/sewage treatment, etc. Insufficient and other problems, to achieve the effect of reducing the dosage of chemicals, compact reactor structure, and good sludge retention effect
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Embodiment 1
[0022] Such as figure 1 Shown: the specific process is as follows:
[0023] (a) After the wastewater passes through the grid, part of the suspended matter is removed and enters the regulating tank, and then enters the iron-carbon micro-electrolytic cell for micro-electrolysis treatment; the amount of homogeneous particle filler added is 4 times the flow rate of the wastewater.
[0024] (b) Then enter the FT oxidation pool for indirect liquefaction and oxidation of coal / natural gas, specifically: adopt a hierarchical reaction method for oxidation, add Fenton oxidizer in points and sections in the oxidation pool, and the dosage of Fenton oxidizer is wastewater 3 to 5 times the hourly flow.
[0025] (c) The wastewater from the FT oxidation tank enters the coagulation sedimentation tank, and the flocculant PAM with a concentration of 0.1% is added, and the slag and mud produced by the precipitation are transferred to the sludge thickening tank, and the sewage enters the forced ci...
Embodiment 2
[0032] On the basis of Example 1, (a) Waste water passes through the grid to remove part of the suspended matter and enters the regulating tank, and then enters the iron-carbon micro-electrolytic cell for micro-electrolysis treatment; the amount of homogeneous particle filler added is the flow rate of the waste water 6 times.
[0033] (b) Then enter the FT oxidation pool for indirect liquefaction and oxidation of coal / natural gas, specifically: adopt a hierarchical reaction method for oxidation, add Fenton oxidizer in points and sections in the oxidation pool, and the dosage of Fenton oxidizer is wastewater 3 to 5 times the hourly flow.
[0034] (c) The wastewater from the FT oxidation tank enters the coagulation sedimentation tank, and the flocculant PAM with a concentration of 0.1% is added, and the slag and mud produced by the precipitation are transferred to the sludge thickening tank, and the sewage enters the forced circulation UASB tank for further processing. Anaerobi...
Embodiment 3
[0041] On the basis of Example 1, (a) Waste water passes through the grid to remove part of the suspended matter and enters the regulating tank, and then enters the iron-carbon micro-electrolytic cell for micro-electrolysis treatment; the amount of homogeneous particle filler added is the flow rate of the waste water 5 times.
[0042] (b) Then enter the FT oxidation pool for indirect liquefaction and oxidation of coal / natural gas, specifically: adopt a hierarchical reaction method for oxidation, add Fenton oxidizer in points and sections in the oxidation pool, and the dosage of Fenton oxidizer is wastewater 3 to 5 times the hourly flow.
[0043] (c) The wastewater from the FT oxidation tank enters the coagulation sedimentation tank, and the flocculant PAM with a concentration of 0.1% is added, and the slag and mud produced by the precipitation are transferred to the sludge thickening tank, and the sewage enters the forced circulation UASB tank for further processing. Anaerobi...
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