Dynamic compaction and static compaction mechanism of fine unclassified tailings
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摘要:
采用自制深錐模型進行尾礦濃縮實驗,研究了全尾在動態與靜態條件下的壓密效果.當轉速為0.05~0.80r·min-1時尾礦的極限質量分數范圍為67.41%~70.73%,而同等條件下靜態壓密時尾礦的極限質量分數只有55.82%.靜態壓密主要依靠重力作用;而動態壓密時顆粒更加緊密,導水桿形成的通道使多余的水向上移動.理論擠密模型可以反映全尾壓密過程,靜態壓密行為對應于簡單立體結構,動態壓密行為對應錐體結構.理論計算的兩種模型產生的單位高度沉降量為29.32%,實驗結果為28.81%,與理論沉降量相差0.51%.
Abstract:Compassion experiments of tailings were carried out with a self-made deep cone model, and the compaction effects were investigated under the conditions of dynamic compaction and static compaction. When the rotational speed is 0.05 to 0.80 r·min-1, the limit mass fraction of tailings is in the range of 67.41% to 70.73%; under the same conditions, it is only 55.82% for static compaction. Dynamic compaction has a higher compaction because excess water can move up through the water-guiding rod, but static compaction mainly relies on the gravity. The extrusion process of tailings can be simulated by theoretical extrusion models:the static compaction behavior corresponds to a simple spatial structure, while a cone structure for the dynamic compaction behavior. The theoretical value of unit sedimentation height calculated by the two kinds of models is 29.32%, and the test result is 28.81%, 0.51% lower than the theoretical value.
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Key words:
- mining /
- tailings /
- compaction /
- mathematical models /
- thickeners
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