Wastewater treatment system and method employing dual-chamber MFC (microbial fuel cell) combined with A/O process
A wastewater treatment system and wastewater treatment technology, applied in biological water/sewage treatment, water/sludge/sewage treatment, electrochemical-biological combination treatment, etc. Standards, low efficiency of wastewater treatment, high application cost and other issues, to reduce the loss of biomass, low battery cost, and achieve the effect of removal
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Embodiment 1
[0020] Example 1: Treatment of simulated wastewater by a dual-chamber microbial fuel cell (MFC) wastewater treatment system combined with the A / O process
[0021] The dual-chamber microbial fuel cell (MFC) wastewater treatment system combined with the A / O process is used to treat simulated wastewater. The method for treating simulated wastewater is as follows: microbial fuel cells such as figure 1 As shown, the anode chamber 1 and the cathode chamber 2 are squares with a side length of 12 cm, and the cathode 3 and the main anode 4 are square carbon felt sheets with a length and width of 10 cm and a thickness of 1 cm. The effective volume of the cathode chamber 2 is 1.5 liters; the auxiliary anode 5 fills two-thirds of the volume of the anode chamber 1, and the effective volume of the anode 1 is 0.5 L. The simulated wastewater is prepared with tap water, in which COD is about 400mg / L, ammonia nitrogen is about 40mg / L, phosphorus is about 6mg / L, and NaCl 0.4g / L is added to the s...
Embodiment 2
[0022] Example 2: Treatment of domestic sewage by a dual-chamber microbial fuel cell (MFC) wastewater treatment system combined with the A / O process
[0023] The dual-chamber microbial fuel cell (MFC) wastewater treatment system combined with the A / O process is used to treat domestic sewage as follows: the same microbial fuel cell device as in Example 1 is used, and the raw water is untreated domestic sewage collected from a sewage treatment plant. The raw water COD is 323mg / L, ammonia nitrogen is 34.2mg / L, and phosphorus is 3.7mg / L. Adjust the peristaltic pump to control the total hydraulic retention time to 8 hours, and the internal circulation ratio is 3:1. The experimental results show that the COD of the effluent is 38mg / L, the concentration of ammonia nitrogen is 6.76mg / L, and the concentration of phosphorus is 0.97mg / L. The removal rates are 88%, 80%, and 74% respectively, which meet the national urban domestic sewage treatment discharge standards. The open circuit volt...
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