Method for processing reverse osmosis concentrated water
A reverse osmosis concentrated water and treatment method technology, applied in the field of reverse osmosis concentrated water treatment, can solve the problems of unfeasible economy, high treatment cost, difficult biochemical degradation, etc., achieve low treatment cost, small dosage, no The effect of secondary pollution
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Embodiment 1
[0024] Use H 2 o 2 +Fe 2+ Treatment of reverse osmosis concentrated water. The operating conditions are determined as follows: the pH value of the feed water is 6, the catalyst Fe 2+ The dosage is 4mol / L, H 2 o 2 The dosage is 120mg / L, the residence time of the wastewater in the reactor is 60 minutes, and the residence time of the wastewater in the flocculation tank is 20 minutes. The water quality indicators of the wastewater before and after treatment are shown in Table 1. It can be seen from the data in Table 1 that after the wastewater is oxidized, the COD is reduced to below 60mg / L, which meets the requirements of discharge standards.
[0025] Table 1H 2 o 2 +Fe 2+ Process wastewater quality data
[0026] Raw water COD(mg / L)
Embodiment 2
[0028] Ozone is used to treat reverse osmosis concentrated water. The operating conditions are determined as follows: the influent pH value is 9, O 3 The dosage is 90 mg / L, and the residence time of the wastewater in the reactor is 40 minutes. The water quality indicators of the wastewater before and after the reaction are shown in Table 2. It can be seen from the data in Table 2 that after the wastewater is oxidized, the COD is reduced to below 60mg / L, which meets the requirements of discharge standards.
[0029] Table 2 Ozone treatment wastewater water quality data
[0030] Raw water COD(mg / L)
Embodiment 3
[0032] Using chlorine dioxide + Fe 2+ Treatment of reverse osmosis concentrated water. The operating conditions are determined as follows: the influent pH value is 3, the catalyst Fe 2+ The dosage is 5mol / L, ClO 2 The dosage is 15mg / L, the residence time of the wastewater in the reactor is 60 minutes, and the residence time of the wastewater in the flocculation tank is 20 minutes. The water quality indicators of the wastewater before and after the reaction are shown in Table 3.
[0033] Table 3 Chlorine dioxide + Fe 2+ Process wastewater quality data
[0034] Raw water COD(mg / L)
[0035] From the data in Table 3, it can be seen that after the wastewater is oxidized, the COD drops below 60mg / L, which meets the discharge requirements.
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