Method for treating phosphoric wastewater through ozone-enhanced electrocoagulation
A treatment method and electro-flocculation technology, applied in water/sewage treatment, chemical instruments and methods, oxidized water/sewage treatment, etc., to achieve the effects of high treatment efficiency, major market development prospects, and simple treatment process
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Embodiment 1
[0027] Implementation plan and working principle: Firstly, a comparative experiment of a single ozone oxidation treatment process, a single electro-coagulation treatment process and an ozone-enhanced electro-coagulation treatment process is carried out.
[0028] The ozone-enhanced electrocoagulation treatment process for phosphorus-containing wastewater uses a resin glass electrolytic cell, with iron sheets as the anode and cathode, the distance between the two electrode plates is 50mm, and 50 mg / L KH 2 PO 4 The wastewater is an electrolyte, the pH is not adjusted (pH4.6), the power supply for electrocoagulation is a DC stabilized power supply, and the current density is 15mA / cm 2 , The voltage is 36V, and the ozone flow rate is 20mL / min. It works as follows:
[0029] Anode surface: Fe 0 → Fe 2+ (aq)+2e
[0030] Fe 2+ (aq)+2OH - (aq)→Fe(OH) 2 (s)
[0031] 4Fe 2+ (aq)+10H 2 O(l)+O 2 (g)→4Fe(OH) 3 (s)+8H + (aq)
[0032] Cathode surface: 2H 2 O(aq)+2e→H 2 (g)+2OH...
Embodiment 2
[0056] Electrolyte KH 2 PO 4 The concentrations of wastewater were 50mg / L and 100mg / L respectively, and other conditions of the ozone-enhanced electrocoagulation treatment process were the same as above, and the treatment results are shown in Table 2.
[0057] Table 2 Treatment results of phosphorus-containing wastewater with different concentrations
[0058]
[0059] Monitoring method: with embodiment 1.
[0060] The results in Table 2 show that the increase of phosphorus-containing wastewater concentration decreased the removal of phosphate, in KH 2 PO 4 When the wastewater concentration is 100mg / L, the removal rate of phosphorus-containing wastewater by the ozone-enhanced electrocoagulation wastewater treatment process of the present invention is 85.9% after 15 minutes of reaction.
Embodiment 3
[0062] The current densities used in electrocoagulation are 10mA / cm2 and 15mA / cm2 respectively, with 50mg / L KH2PO4 wastewater as the electrolyte, the pH is not adjusted (pH4.6), and the ozone flow rate is 20mL / min. The residence time of wastewater in the tank is 15min, and the treatment results are shown in Table 3.
[0063] Table 3 Treatment effect of phosphorus-containing wastewater under different current densities
[0064]
[0065]
[0066] Monitoring method: Same as above.
[0067] The results in Table 3 show that at a current density of 10mA / cm 2 Under conditions, the removal rate of phosphorus-containing wastewater by the ozone-enhanced electrocoagulation treatment process of the present invention is 15mA / cm relative to the current density 2 It was slightly lower at 92.8%.
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