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全尾砂無耙深錐穩態濃密性能分析

Analysis of thickening performance of unclassified tailings in rakeless deep cone thickener

  • 摘要: 結合沉降和壓濾實驗, 對脫水性能數據進行曲線擬合獲得連續網狀結構形成濃度、壓縮屈服應力和干涉沉降系數, 引入Usher提出的穩態濃密性能預測算法, 建立了無耙深錐濃密模型, 分析了絮凝劑單耗、底流中固相的體積分數、泥層高度等對固體通量和固體處理能力的影響規律.研究結果表明: 絮凝劑添加量對沉降區域影響大于壓密區域, 20 g·t-1時濃密性能較好, 底流中固相的體積分數越大固體通量越小; 在沉降區域, 固體通量僅與濃度有關, 不受泥層高度影響; 在壓密區域, 固體通量為濃度與泥層高度的方程; 模型參數范圍內, 當泥層高度 < 3.5 m時, 固體處理能力為濃度與泥層高度的方程, 當泥層高度>3.5 m時, 固體處理能力與固體通量隨底流中固相的體積分數變化規律一致.

     

    Abstract: Typical tailings discharge at low solids concentrations can cause serious environmental pollution and disasters, including tailings dam failures and the collapse of underground voids. High-density cemented backfill, which consists of unclassified mine tailings, binders, additive agents, and water, are increasingly being considered as simple and effective means for reducing the hazards of conventional slurry deposition and recovering water for recycling. Gravity thickening has been widely used in the minerals industry to increase solids concentrations of tailings. The prediction of gravity thickener performance by characterizing relevant material properties is of great importance, and batch settling and pressure filtration have proven to be the most useful methods for characterizing the dewaterability of tailings for gravity thickener performance predictions. In this research, batch settling and pressure filtration experiments were conducted to obtain dewatering data with respect to gel point, compressive yield stress, and hindered settling function by curve fitting. A predictive algorithm of steady-state thickening, proposed by Usher, was introduced and a rakeless deep cone thickener model was constructed to analyze the effect of flocculant dosage, underflow concentration, and mud height on solid flux and solid throughput. The results indicate that flocculant dosage has a greater impact on the settling zone than on the compaction zone, optimum thickening performance is obtained at a dosage of 20 g·t-1, and as underflow concentration increases, solid flux decreases. Solid flux was determined to be related to the concentration, and not influenced by mud height in the settling zone, whereas, in the compaction zone, solid flux is a function of concentration and mud height. In the range of the model's parameters, solid throughput is a function of concentration and mud height at heights less than 3.5 m, and the change law of solid throughput is similar to that of solid flux.

     

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