Zhao Peng, Li Lin, Song Xilei, Wang Miaokui, Zhang Zhengan, Li Yuying, Zhao Yu, Li B Larry
Henan International Joint Laboratory of Watershed Ecological Security in the Water Source Area of the Middle Route of South-to-North Water Diversion Project, College of Water Resource and Modern Agriculture, Nanyang Normal University, Nanyang, China.
Xichuan Ecological Environment Bureau of Nanyang City, Xichuan, China.
PLoS One. 2025 Apr 29;20(4):e0321286. doi: 10.1371/journal.pone.0321286. eCollection 2025.
The high performance sedimentation tank (HPST) is an efficient water treatment technology, which accelerates the settling rate of flocculates by adding sludge, so as to increase the water treatment load of coagulation sedimentation tank. Its sewage treatment effect is affected by many factors such as sludge dosage, wastewater pH, flocculant dosage, stirring time, settling time, etc. This paper was to study the optimal conditions of HPST, first, some single-factor tests were conducted to preliminarily explore the optimal range of influencing factors, and then response surface methodology (RSM) tests were performed to accurately determine the optimums of significant factors.The results showed that adding sludge can not improve the water quality of coagulation treatment, but it can significantly accelerate the coagulation settlement process, the sludge dosage, the coagulant dosage and sewage pH all impacted significantly on its coagulation effect, and existed inflection points. A model that could guide HPST was obtained by RSM tests. The model optimization and experimental validation showed that the optimal HPST conditions for treating domestic sewage were as follows: the dosage of polyaluminum chloride (PAC) was 1.70 g/L, cationic polyacrylamide (CPAM) dosage was 2.35 mg/L, sewage pH was maintained at 8.0, sludge dosage was 10 mL/L, stirring time lasted for 5 minutes, and settling time lasted for 30 minutes. As a result of these optimized conditions, the turbidity of treated sewage decreased to 1.19 NTU.
高效沉淀池(HPST)是一种高效的水处理技术,它通过添加污泥来加速絮凝体的沉降速率,从而提高混凝沉淀池的水处理负荷。其污水处理效果受污泥投加量、废水pH值、絮凝剂投加量、搅拌时间、沉降时间等多种因素影响。本文旨在研究高效沉淀池的最佳运行条件,首先进行了一些单因素试验以初步探索影响因素的最佳范围,然后进行响应面法(RSM)试验以准确确定显著因素的最优值。结果表明,添加污泥并不能改善混凝处理的水质,但能显著加速混凝沉降过程,污泥投加量、混凝剂投加量和污水pH值对其混凝效果均有显著影响,且存在拐点。通过响应面法试验得到了一个可指导高效沉淀池运行的模型。模型优化和实验验证表明,处理生活污水的高效沉淀池最佳运行条件如下:聚合氯化铝(PAC)投加量为1.70 g/L,阳离子聚丙烯酰胺(CPAM)投加量为2.35 mg/L,污水pH值维持在8.0,污泥投加量为10 mL/L,搅拌时间为5分钟,沉降时间为30分钟。在这些优化条件下,处理后污水的浊度降至1.19 NTU。