Method for cooperatively processing micro pollution drinking water source by ozone-bentonite-Fe
A technology of synergistic treatment and bentonite, applied in the field of water treatment, can solve the problems of weakening the oxidation of organic matter in water by advanced oxidation technology, large dosage of ozone, and low treatment efficiency, and achieves the effect of simple method, easy operation and accelerated removal
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example 1
[0018] The method of the invention is used to treat slightly polluted drinking water source water containing natural organic humic acid and aromatic compound o-dichlorobenzene, the concentration of humic acid in the source water is 5 mg / l, and the concentration of o-dichlorobenzene is 7.5 mg / l. The dosage of ozone is 0.96mg / l, the dosage of bentonite is 100mg / l, Fe 3+ (FeCl 3 ) dosage is 5mg / l. The concentration of o-dichlorobenzene can be obtained by testing, while the concentration of humic acid is measured by UV 254 obtained indirectly.
[0019] figure 1 Example 1 Ozonation and Ozone-Bentonite-Fe 3+ Comparison of treatment effects on simulated slightly polluted drinking water source water.
[0020] Depend on figure 1 Visible, using ozone-bentonite-Fe 3+ When treating the simulated micro-polluted drinking water source water, the treatment efficiency of o-dichlorobenzene has been greatly improved compared with the ozone oxidation treatment. At the same time, the UV of ...
example 2
[0022] Process real micro-polluted drinking water source water (source water comes from the Posting Sand River in Hangzhou City with the inventive method. The Posting Sand River is as the back-up water source ground in Hangzhou City, and the water body is clearer, with trace light green algae, its permanganate Index between 5.0 and 7.0, pH between 6.9 and 7.1, UV 254 The value is 0.825~0.919cm -1 ). The dosage of ozone is 0.96mg / l, Fe 3+ The concentration is 5mg / l, react for 40min, gradually increase the dosage of bentonite, obtain the treatment effect under different dosage of bentonite (0-500mg / l), and compare the chloroform after the source water is treated by different systems Changes in generating potential.
[0023] figure 2 A has provided ozone-bentonite-Fe under the different bentonite dosages of example 2 3+ The treatment effect on the actual slightly polluted drinking water source water.
[0024] figure 2 B has provided the variation comparison of source wat...
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