Process for combined water treatment of chemical oxidizing-biological biological filtering tank
A biological aerated filter and chemical oxidation technology, applied in the direction of oxidized water/sewage treatment, sustainable biological treatment, chemical instruments and methods, etc., can solve problems such as organic pollution, achieve high microbial biomass, reduce infrastructure costs, and resist The effect of strong impact load capacity
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Embodiment 1
[0024] Treatment of simulated wastewater containing refractory biodegradable acid rose bengal by using Fenton's reagent-biological aerated filter process. First, through the pretreatment of Fenton's reagent, the Fe 2+ / H 2 o 2 0.5:1, H 2 o 2 / COD is 2:1. Under these conditions, the chroma removal rate is 99%, and the COD removal rate is 46.94%. The chemical pre-oxidation residence time is 1 hour, and then the simulated wastewater pretreated by Fenton’s reagent is added with NaOH to adjust its pH value to 6.8-7.5, and then enters the sedimentation tank (not necessarily accurate to 6.8 or 7.5), and the wastewater is removed in the sedimentation tank Suspended matter in the wastewater, the residence time of the wastewater in the sedimentation tank is 1.5 hours, and the supernatant after the sedimentation treatment is passed through the biological aerated filter for subsequent biochemical treatment. The residence time in the biological aerated filter is 3 hours. The COD rem...
Embodiment 2
[0026] The ozone-biological aerated filter process was used to treat the simulated wastewater containing acid rose bengal which was difficult to biodegrade. First, the chroma is removed by ozone pretreatment, the ozone dosage is 2:1 in the mass ratio of ozone to COD, the ozonation time is 30 minutes, the chroma removal rate is 98%, and the COD removal rate is 30%. After ozone pretreatment Although the COD removal rate of the simulated wastewater in the future is not high, the biodegradability has been greatly improved. The effluent after ozone treatment enters the intermediate adjustment tank, and the wastewater stays in the intermediate adjustment tank for 50 minutes before entering the subsequent biological aerated filter. Although BAF has basically no removal effect on chroma, it has a good removal effect on COD. The residence time in the biological aerated filter is 6 hours, and the COD removal rate reaches 84.9%. The average COD of the original influent water is 250mg / L...
Embodiment 3
[0028] The average value of COD in the effluent of a chemical plant wastewater after secondary biochemical treatment is 120mg / L, which is slightly higher than the wastewater discharge standard at that time. The wastewater has been biochemically treated. Most of the organic matter in the water is difficult to further biochemically treat. Fenton’s reagent-biological aerated filter process is used to determine the Fe 2+ / H 2 o 2 2:1, H 2 o 2 / COD is 0.2:1. The chemical oxidation reaction time is 1.5 hours, and then the water pretreated by Fenton's reagent is added with potassium hydroxide to adjust the pH value to 7-8, and then enters the sedimentation tank to remove suspended solids in the water, and the residence time in the sedimentation tank is 1 hour , and the supernatant is subjected to subsequent biochemical treatment through a biological aerated filter. The residence time of the biological aerated filter is 2 hours, and the COD value of the effluent after treatment is...
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