全尾砂絮凝沉降规律及其机理

Rule and mechanism of flocculation sedimentation of unclassified tailings

  • 摘要: 以某矿全尾砂和聚丙烯酰胺(PAM)为实验原料进行静态絮凝沉降实验,研究给料浓度和絮凝剂单耗对尾矿最大沉降速度和静止沉降极限浓度的影响,通过对实验数据回归分析得出简易的沉降速度模型.将模型划分为六个阶段,包括紊流影响段、加速沉降段、沉降末速段、干涉沉降区、压密沉降段和极限沉降段,并利用两相流理论、絮凝理论对其合理性进行阐述.实验结果证明:在单耗一定(20g·t-1)时,沉降速度与给料浓度负相关,极限浓度与给料浓度正相关;在给料质量分数20%时,单耗临界值为30g·t-1,极限浓度与单耗负相关.建议深锥浓密机给料质量分数20%,絮凝剂单耗20g·t-1.

     

    Abstract: Static flocculation and sedimentation experiments with polyacrylamide and unclassified tailings from a mine were completed to study the effects of feeding concentration and flocculants’ unit consumption on the maximum sedimentation velocity and limit concentration of tailings under static sedimentation.A simple model of sedimentation velocity was established through regression analysis on experimental data.The model was divided into six phases including turbulent flow affected segment,accelerating sedimentation segment,terminal velocity segment,interference sedimentation segment,dewatering sedimentation segment,and limit sedimentation segment.The rationality of the model was explained by the two-phase flow theory and the flocculation theory.The results show that at a certain unit consumption of flocculants (20g·t-1),the sedimentation velocity is negatively correlated and the limit concentration is positively correlated to the feeding concentration.At the feeding concentration of 20%,the critical value of unit consumption is 30g·t-1,and the limit concentration is negatively correlated to the unit consumption.A project was proposed that the feeding concentration is 20% and the unit consumption of flocculants is 20g·t-1.

     

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