Short-path deep biological denitrogenation method for city garbage percolate
A technology for biological denitrification and urban waste, applied in the direction of aerobic and anaerobic treatment, to achieve the effect of saving aeration costs
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specific Embodiment approach 1
[0043] Embodiment 1 (treatment of landfill leachate in early stage)
[0044] Combined with examples such as figure 2 Shown, the running operation procedure of technique of the present invention:
[0045] The water used for the experiment was taken from a regulating tank of a landfill in Beijing. The leachate was dark black, viscous, and had a foul smell. The water quality of the leachate: COD: 7000-25000 mg / l; BOD 5 : 3500~14000mg / l; NH 4 + -N: 1250~2450mg / l; SS: 2000~4000mg / l; Alkalinity: 8000~11000mg / l; TP: 9~15mg / l; pH: 7.2~7.9. Sampling and analysis are performed every two days, and the analysis methods used in the test are all standard methods issued by the State Environmental Protection Agency. The leachate is a typical municipal solid waste leachate, with high concentrations of organic matter and ammonia nitrogen, but relatively low heavy metal content. test system such as figure 1 As shown, it consists of two levels of UASB and A / O pool. UASB1 has an inner diam...
specific Embodiment approach 2
[0056] Embodiment 2 (processing of landfill leachate in late stage)
[0057] The "two-stage UASB+A / O" system is used to treat typical late-stage municipal solid waste leachate, the backflow treatment water is denitrified in the first-stage UASB, the methane-producing reaction is carried out in the second-stage UASB, and the A / O reactor is used for NH 4 + -N short-cut nitrification reaction. The organic matter removal rate of the system is 50%-70%, and the system effluent COD is 1000-1500mg / L. When the operating temperature is 17 ~ 29 ℃, stable NO 2 - -Short-cut nitrification with N accumulation rate of 90%-99%. NH during the test 4 + -N load ALR=0.28~0.60kgNH 4 + -N·m -3 d -1 , NH 4 + -N nitration rate=90%~100%. When ALR4 + -N·m -3 d -1 , nitrification rate > 98%, effluent NH 4 + -N-1 . In influent COD / NH 4 + - When N=2-3, the removal rate of inorganic nitrogen TIN=70%-80%. The activated sludge was detected by fluorescence in situ hybridization (FISH), an...
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