高含水率泥水盾构废弃泥浆絮凝-固结脱水试验研究

Experimental Study on Flocculation Consolidation and Dewatering of High-water-content Slurry

  • 摘要: 为研究泥水盾构废弃泥浆的泥水分离性能,提高泥浆处理效率,采用化学絮凝与固结脱水方法进行试验研究,系统分析不同絮凝剂对泥浆絮凝沉降行为的影响,以及絮凝剂与石灰复合调理对泥浆固结脱水性能的作用。结果表明:阳离子聚丙烯酰胺(PAC)与聚合氯化铝(CPAM)均能有效促进泥浆絮凝沉降,CPAM处理后底泥含水率更低;两者均能有效降低上清液浊度,且随絮凝剂掺量增加,两者Zeta电位均降低并稳定在-4 mV左右;CPAM因吸附架桥作用更强,使得泥浆特征粒径显著增大,形成更致密絮体;石灰与CPAM或PAC复合调理均能提高压缩过程中泥饼的渗透系数和固结系数,从而提高脱水性能,其中CPAM与石灰复合调理后泥浆固结完成所需时间大幅度降低,脱水效率更高。

     

    Abstract: To investigate the mud-water separation performance and enhance the treatment efficiency of waste slurry from slurry shield tunnelling, experimental studies were carried out using chemical flocculation and consolidation-dewatering methods. The flocculation-sedimentation effects of different flocculants (PAC and CPAM) and the consolidation-dehydration performance of flocculant-lime composite-conditioned slurry were comparatively analyzed. The results indicated that both PAC and CPAM effectively enhanced flocculation and sedimentation of the slurry, with the sediment treated by CPAM exhibiting lower water content. Both flocculants significantly reduced supernatant turbidity. As the dosage increased, the Zeta potentials of both systems stabilized around -4 mV. Notably, CPAM demonstrated stronger adsorption bridging capabilities, leading to a remarkable increase in characteristic particle size and the formation of denser flocs. The composite conditioning with lime improved the permeability coefficient of filter cakes during compression, increased the consolidation coefficient, and enhanced dewatering performance. Compared to PAC, the CPAM-lime composite conditioning significantly reduced consolidation completion time, thereby improving dehydration efficiency. The findings can provide a reference for the flocculation and dewatering treatment of waste slurry in similar slurry shield tunnelling projects.

     

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