应用化工2024,Vol.53Issue(10) :2302-2307,2314.

复配絮凝剂对污水中高浓度细砂的去除效果分析

Analysis of removal effect of flocculant compound on high concentration fine sand in sewage

钱庆渝 刘少武 孟捷 扈庆 李新苗 文泽宇 潘伟亮
应用化工2024,Vol.53Issue(10) :2302-2307,2314.

复配絮凝剂对污水中高浓度细砂的去除效果分析

Analysis of removal effect of flocculant compound on high concentration fine sand in sewage

钱庆渝 1刘少武 2孟捷 3扈庆 3李新苗 4文泽宇 1潘伟亮1
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作者信息

  • 1. 重庆交通大学 环境水利工程重庆市工程实验室,重庆 400074
  • 2. 重庆水务集团股份有限公司,重庆 400020
  • 3. 重庆中法环保研发中心有限公司,重庆 400012
  • 4. 中冶建工集团有限公司,重庆 643000
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摘要

研究了不同复配种类、不同复配比例对高含砂浓度废水中上清液浊度、含砂量以及粒径的去除效果,并将其用于污水厂实际污水中,观察悬浮固体浓度、上清液浊度、含砂量以及粒径、COD、TN、TP、pH的变化.结果表明,使用复配絮凝剂进行优化后,除砂效果较单一絮凝剂作用时均有所提升.在 15 mg/L 阳离子型聚丙烯酰胺(CPAM)与15 mg/L壳聚糖(CTS)协同作用下,SS平均去除率达到 55.8%,水中含砂量平均去除率 72.7%,TN平均去除率41.1%,TP平均去除率70.5%,COD平均去除率49.7%,含砂量与总悬浮固体比值下降15.5%.

Abstract

The removal effects of different compounding types and different compounding ratios on turbidi-ty,sand content and particle size of supernatant in wastewater with high sand concentration were studied.Meanwhile,these compounds were applied to the actual wastewater of wastewater treatment plant to ob-serve the changes of suspended solid concentration,turbidity of supernatant,sand content,particle size,COD,TN,TP and pH.The results showed that the sand removal effect was improved by using the com-pound flocculant compared with the single flocculant.Under the synergistic action of 15 mg/L cationic polyacrylamide and 15 mg/L chitosan,the average removal rate of SS reached 55.8%,the average remov-al rate of sand content in water increased to 72.7%,the average removal rate of TN increased to 41.1%,the average removal rate of TP increased to 70.5%,the average removal rate of COD increased to 49.7%,and the ratio of sand content to total suspended solids decreased by 15.5%.

关键词

无机砂/化学絮凝/复配絮凝剂/壳聚糖

Key words

inorganic sand/chemical flocculation/compound flocculant/chitosan

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基金项目

重庆市技术创新与应用发展专项重点项目(CSTB2022TIAD-KPX0201-03)

重庆市建设科技项目(城科字2021 第7-7)

企业委托项目(E1220238)

出版年

2024
应用化工
陕西省石油化工研究设计院 陕西省化工学会

应用化工

CSTPCD北大核心
影响因子:0.411
ISSN:1671-3206
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