垃 圾 渗 滤 液 的 延 时 搅 拌 造 粒 混 凝 处 理 特 性 研 究

Coagulation sedimentation is a critical pretreatment step in the advanced treatment of landfill leachate. Traditional coagulation processes for treating landfill leachate have drawbacks such as low water recovery，loose flocs，and low pollutant removal efficiency. A delayed stirring pelleting coagulation process of landfill leachate was put forwarded based on the theory of mechanical syneresis. Through long periods of high-intensity mechanical agitation，it could homogenize suspended solids. The results showed that the removal efficiency of SS，turbidity，and COD could reach 92.33%，99.92%，and 35.84% under optimal conditions of pH=12，stirring strength of 1 500 r/min，PAC and PAM dosage of 3 000 mg/L and 60 mg/L. The image particle measurement system revealed that under optimal conditions，the d₅₀ of floc was 3.76 mm and the sedimentation velocity was 20.08 mm/s，which was approximately 60% higher than that of conventional coagulation. According to the floc sedimentation rate，projection area and effective particle size，the three-dimensional fractal dimension was 2.890 9 and the effective density was 0.087 6 g/cm³. It was found that the floc produced by delayed stirring pelleting coagulation had fast sedimentation speed and high density，and the supernatant recovery rate after floc could increase from 45% conventional coagulation to 85%.