Process for treating landfill leachate
A technology for landfill leachate and treatment process, applied in the field of landfill leachate treatment, can solve the problems of many refractory substances, complicated operation and management, and difficulty in meeting treatment targets, and achieves improved treatment effect, reasonable operating costs, and improved biochemical properties. sexual effect
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Embodiment 1
[0035] A small test experiment was carried out at a landfill site (13 years old, with fresh garbage entering the site) using the AFOS combined process. The experimental design inflow rate is 1L / h, and the landfill leachate is collected by the adjustment tank, and the COD of the leachate in the adjustment tank is 1L / h. Cr 、BOD 5 , ammonia nitrogen and chromaticity are 8000-20000mg / L, 2000-5000mg / L, 1500-2500mg / L and 200-300 times respectively. After two-phase anaerobic and air flotation treatment process, COD Cr 、BOD 5 , ammonia nitrogen and chromaticity are 2000-3500mg / L, 400-600mg / L, 1800-2600mg / L and 150-200 times respectively. Cr 、BOD5 , ammonia nitrogen and chromaticity are 600-1200mg / L, 20-50mg / L, 3-12mg / L and 80-120 times respectively. COD Cr 、BOD 5 , ammonia nitrogen and color are 60-96mg / L, 8-18mg / L, 2-10mg / L and 6-15 times respectively. In the HABF aerobic treatment process, the activated sludge in the existing aerobic reaction tank in the inoculation plant is d...
Embodiment 2
[0037] A landfill (southern) produces an average of 200m3 of landfill leachate per day 3 / d, using the AFOS process to process it. The landfill leachate produced in the landfill is collected by the regulating tank, heated and adjusted for pH, and then pumped to the improved UASB anaerobic reaction tank. The anaerobic reaction tank is inoculated with granular sludge from the starch wastewater treatment plant, and after 100 days of acclimation Entering into stable operation, the effective start of anaerobic not only improves the biodegradability of landfill leachate and the stability of the aerobic treatment process in the later stage, but also effectively reduces the operating cost due to the greatly reduced aerobic influent load; anaerobic The effluent after oxygen treatment is precipitated to remove most of the SS in the landfill leachate, and then enters the back-end HABF aerobic treatment process, where the COD in the landfill leachate is further removed Cr and ammonia nit...
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