黄金科学技术 ›› 2019, Vol. 27 ›› Issue (2): 265-270.doi: 10.11872/j.issn.1005-2518.2019.02.265
李宗楠1,2(),郭利杰1,2(),魏晓明1,2,陈鑫政1,2
Zongnan LI1,2(),Lijie GUO1,2(),Xiaoming WEI1,2,Xinzheng CHEN1,2
摘要:
低浓度尾砂浆高效沉降浓缩制备高浓度料浆是实现高质量充填的关键部分,在细尾砂砂浆中添加高分子絮凝剂可有效加速细尾砂浆的沉降过程,减少溢流跑浑,但添加絮凝剂往往导致较低的底流浓度,因而,难以满足尾砂浆制备要求。现有试验和研究结果表明:对絮凝沉降过程进行适当的干扰,可有效提高沉降速率,加快沉降并获得相对较高的底流浓度,针对这一情况,开展了动态絮凝沉降对比试验,研究扰动过程对絮凝沉降影响的内在机理,结果表明:在扰动耙架的影响下,絮凝沉降速率和沉降底流浓度可大幅增加,其中沉降速率增幅为24%,底流浓度增幅约为10%。针对这一试验结果进行了机理分析,认为引起絮凝沉降速率和底流浓度增加的原因可归结为干扰过程的3种效应,即“重塑作用”、“逸散作用”和“疏导作用”,并深入分析了3种效应的作用过程。
中图分类号:
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