The invention discloses a treatment process for tannery
wastewater and relates to the technical field of
sewage treatment. The treatment process comprises the following steps: enabling high-concentration
wastewater to flow into a grid canal and an adjusting tank 1, performing pretreatment through coagulating
sedimentation,
Fenton oxidation and coagulating
sedimentation, and feeding the
effluent into a pre-
hydrolysis acidification tank; enabling floor washing water to flow into the grid canal and an adjusting tank 2, enabling the
effluent to flow into the pre-
hydrolysis acidification tank, mixing the
effluent with the high-concentration
wastewater, and performing
hydrolysis and acidification; pumping the effluent into a UASB (upflow
anaerobic sludge blanket) reactor, enabling the effluent to flow into a
settling pond 1, enabling upper clear water of the
settling pond 1 to flow into an
air stripping tank, further feeding the effluent into a primary A / O (anoxic / oxic) tank, enabling the effluent to flow into a
settling pond 2, enabling upper clear water to flow into a secondary A / O tank, feeding the effluent into a settling pond 3, and feeding upper clear water into a middle water tank; enabling
boiler water to flow into the grid canal and an adjusting tank 3, performing coagulating
sedimentation, and enabling upper clear water into the middle water tank; and filtering the effluentby using a
fiber sphere filter, and feeding the effluent into a monitoring tank. By adopting the treatment process, a good
treatment effect on pollutants such as
SSs (
suspended solids), CODs (chemical
oxygen demands),
ammonia nitrogen and organic matters in tannery wastewater can be achieved, and the effluent can meet the
emission standard of GB 21902-2008.