复合型絮凝剂CaCl2-APAM-PAC快速处置高含水率泥浆试验研究
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太原理工大学

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国家自然科学基金; 山西省自然科学基金;国家级大学生创新创业训练计划项目


Experimental study on rapid disposal of high moisture content mud by CaCl2-APAM-PAC of composite flocculant
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1.Taiyuan University of technology;2.Taiyuan university of Technology

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National Natural Science Foundation of China; Shanxi Province Natural Science Foundation; National College Students Innovation and Entrepreneurship Training Program

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    摘要:

    在工程建设当中废弃泥浆含水率极高,且对环境的影响极大,解决其脱水问题为面临的主要问题。针对高含水率泥浆泥水分离问题,选择三种絮凝剂氯化钙(CaCl2)、阴离子型聚丙烯酰胺(APAM)和聚合氯化铝(PAC),设计3因素4水平正交试验,采用综合平衡法,选定48h脱水量和上清液pH值等为指标,进行极差分析和方差分析,着重找出最佳复合絮凝剂组合。通过正交试验结果和SEM微观分析等对絮凝机理进行讨论。试验结果表明,将脱水量随时间变化曲线划分为高、中、低脱水区和快速脱水阶段、慢速脱水阶段,则泥浆脱水速率整体呈现减小趋势,其中高脱水区组在12 h时也具有较高的脱水量,即满足快速脱水的要求;三种絮凝剂存在一定协同作用的效果。通过正交试验的极差分析和方差分析,复合絮凝剂的最优组合为泥浆总质量的0.25 % CaCl2 + 0.12 % APAM + 0.17 % PAC;根据机理分析,可将复合絮凝剂絮凝过程分为以下五个阶段:电中和阶段、架桥阶段、吸附成团阶段、网络沉降阶段和固化增强阶段。

    Abstract:

    In engineering construction, waste mud often contains an extremely high water content that can significantly impact the environment. Addressing the issue of dehydration is therefore a primary concern. To address the problem of high water content mud water separation, this study selected three types of flocculants CaCl2、anionic polyacrylamide(APAM) and Poly aluminum Chloride(PAC) ,and then designed a 3-factor and 4-level orthogonal experiment using the comprehensive balance method. Indicators such as the 48-hour dehydration amount and pH value of the supernatant were selected, and range analysis and variance analysis were conducted to find the optimal combination of composite flocculants. The flocculation mechanism was also discussed through orthogonal test results and SEM microanalysis . The experimental results showed that dividing the dehydration rate curve over time into high, medium, and low dehydration zones, as well as fast and slow dehydration stages, led to a decrease in the overall mud dehydration rate. However, the high dehydration zone group had a higher dehydration rate at 12 hours, which met the requirements for fast dehydration. Additionally, the three flocculants showed a certain synergistic effect. Through range analysis and variance analysis of orthogonal tests, the optimal combination of composite flocculants was found to be 0.25% CaCl2 + 0.12% APAM + 0.17% PAC of the total mud mass. Based on mechanism analysis, the flocculation process of composite flocculants was divided into five stages: charge neutralization stage, bridging stage, adsorption agglomeration stage, network sedimentation stage, and solidification enhancement stage.

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  • 收稿日期:2023-04-02
  • 最后修改日期:2023-05-18
  • 录用日期:2023-05-26
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