Method for treating and recycling circulating water and sewage
A sewage and circulating water technology, applied in the direction of neutralized water/sewage treatment, oxidized water/sewage treatment, water/sewage multi-stage treatment, etc., can solve the problems of treatment and reuse that have not been reported in the literature, and achieve Low cost, low investment cost, and the effect of reducing COD
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Embodiment 1
[0027] Treatment of circulating water effluent from a refinery. The operating conditions of catalytic oxidation and flocculation are determined as follows: the influent pH value is 5, the dosage of catalyst ferrous sulfate is 300mg / L, the dosage of sodium hypochlorite is 80mg / L, the residence time of wastewater in the reactor is 40 minutes, and the flocculation tank The pH of the waste water in the medium is 7, and the residence time is 30 minutes. The membrane treatment system adopts "nanofiltration + reverse osmosis". The water quality indicators of sewage before and after treatment are shown in Table 1. It can be seen from the data in Table 1 that after the sewage is treated, the main indicators meet the water quality requirements for recycled water reuse.
[0028] Table 1 Treated sewage water quality data 1
[0029] index
Embodiment 2
[0031] Treatment of circulating water effluent from a chemical plant. The operating conditions of catalytic oxidation and flocculation are determined as follows: the influent pH value is 4, the dosage of catalyst ferrous sulfate is 250mg / L, the dosage of sodium hypochlorite is 60mg / L, the residence time of wastewater in the reactor is 50 minutes, and the flocculation tank The pH of the waste water in the medium is 7.5, and the residence time is 20 minutes. The membrane treatment system adopts "nanofiltration + reverse osmosis". The water quality indicators of sewage before and after treatment are shown in Table 2. It can be seen from the data in Table 2 that after the sewage is treated, the main indicators meet the water quality requirements for recycled water reuse.
[0032] Table 2 Treated sewage water quality data 2
[0033] index
Embodiment 3
[0035] Treatment of circulating water sewage from a power plant. The operating conditions of catalytic oxidation and flocculation are determined as follows: the influent pH value is 5, the dosage of catalyst ferrous sulfate is 200 mg / L, and the H 2 o 2 The dosage is 50 mg / L, the residence time of the wastewater in the reactor is 45 minutes, the pH of the wastewater in the flocculation tank is 7, and the residence time is 20 minutes. The membrane treatment system adopts "ultrafiltration + reverse osmosis". The water quality indicators of sewage before and after treatment are shown in Table 3. It can be seen from the data in Table 3 that after the sewage is treated, the main indicators meet the water quality requirements for recycled water reuse.
[0036] Table 3 Treated sewage water quality data 3
[0037] index
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