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明矾污泥脱水性能及分形特征评估

Evaluation of Dewatering Performance and Fractal Characteristics of Alum Sludge.

作者信息

Sun Yongjun, Fan Wei, Zheng Huaili, Zhang Yuxin, Li Fengting, Chen Wei

机构信息

Key laboratory of the Three Gorges Reservoir Region's Eco-Environment, State Ministry of Education, Chongqing University, Chongqing, China; National Centre for International Research of Low-carbon and Green Buildings, Chongqing University, Chongqing, China.

Key laboratory of the Three Gorges Reservoir Region's Eco-Environment, State Ministry of Education, Chongqing University, Chongqing, China.

出版信息

PLoS One. 2015 Jun 29;10(6):e0130683. doi: 10.1371/journal.pone.0130683. eCollection 2015.

Abstract

The dewatering performance and fractal characteristics of alum sludge from a drinking-water treatment plant were investigated in this study. Variations in residual turbidity of supernatant, dry solid content (DS), specific resistance to filtration (SRF), floc size, fractal dimension, and zeta potential were analyzed. Sludge dewatering efficiency was evaluated by measuring both DS and SRF. Results showed that the optimum sludge dewatering efficiency was achieved at 16 mg∙L(-1) flocculant dosage and pH 7. Under these conditions, the maximum DS was 54.6%, and the minimum SRF was 0.61 × 10(10) m∙kg(-1). Floc-size measurements demonstrated that high flocculant dosage significantly improved floc size. Correlation analysis further revealed a strong correlation between fractal dimension and floc size after flocculation. A strong correlation also existed between floc size and zeta potential, and flocculants with a higher cationic degree had a larger correlation coefficient between floc size and zeta potential. In the flocculation process, the main flocculation mechanisms involved adsorption bridging under an acidic condition, and a combination between charge neutralization and adsorption-bridging interaction under neutral and alkaline conditions.

摘要

本研究考察了某饮用水处理厂明矾污泥的脱水性能和分形特征。分析了上清液残留浊度、干固体含量(DS)、比过滤阻力(SRF)、絮体尺寸、分形维数和zeta电位的变化。通过测量DS和SRF来评估污泥脱水效率。结果表明,絮凝剂投加量为16 mg∙L(-1)且pH值为7时,污泥脱水效率最佳。在此条件下,最大DS为54.6%,最小SRF为0.61×10(10) m∙kg(-1)。絮体尺寸测量表明,高絮凝剂投加量显著提高了絮体尺寸。相关性分析进一步揭示了絮凝后分形维数与絮体尺寸之间存在很强的相关性。絮体尺寸与zeta电位之间也存在很强的相关性,阳离子度较高的絮凝剂在絮体尺寸与zeta电位之间具有更大的相关系数。在絮凝过程中,主要絮凝机制在酸性条件下为吸附架桥,在中性和碱性条件下为电荷中和与吸附架桥作用的结合。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4880/4487249/5dd43e1710db/pone.0130683.g001.jpg

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