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化学絮凝法处理温室龟鳖养殖废水工艺参数优化
引用本文:段立安,王雷,陈世霞,赵颖,徐海圣,韩志英.化学絮凝法处理温室龟鳖养殖废水工艺参数优化[J].安全与环境学报,2017,17(2):671-676.
作者姓名:段立安  王雷  陈世霞  赵颖  徐海圣  韩志英
作者单位:浙江大学生物系统工程与食品科学学院,农业部设施农业装备与信息化重点实验室,杭州310058;湖州市南浔区农业技术推广服务中心,浙江湖州,313000;浙江大学湖州市南太湖现代农业科技推广中心,浙江湖州,313000;浙江大学生物系统工程与食品科学学院,农业部设施农业装备与信息化重点实验室,杭州310058;浙江大学湖州市南太湖现代农业科技推广中心,浙江湖州313000
基金项目:苕溪流域农村污染治理技术集成与规模化工程示范项目,浙江省设施水产养殖工程与装备产业重点科技创新团队项目,湖州市级科技计划项目
摘    要:选择聚合氯化铝(PAC)、聚合硫酸铁(PFS)、聚合氯化铁(PFC)为絮凝剂,对比研究3种絮凝剂去除温室龟鳖养殖(greenhouse turtle aquaculture)废水悬浮物效果。结果表明,絮凝剂PAC的絮凝效果最佳。选择PAC为絮凝剂,阳离子聚丙烯酰胺(PAM)为助凝剂,通过响应面法以浊度去除率为响应值,PAC和PAM的投加量和搅拌时间为影响因素,对工艺关键参数进行优化,最终确定最佳工艺参数。根据响应面分析结果,确定龟鳖养殖废水的最佳絮凝条件为PAC质量浓度85.3 mg/L、PAM质量浓度19.8 mg/L、搅拌时间2 min。在此条件下浊度去除率为97.1%,为温室龟鳖养殖废水的优化絮凝处理提供了参考依据。

关 键 词:环境工程学  温室龟鳖养殖废水  絮凝  浊度  响应面法

Optimization of key operating parameters of coagulation for treating turtle aquaculture sewage
Abstract:This study aims at optimizing the key operating parameters of coagulation process for removing the suspended solids (SS) from the greenhouse turtle aquaculture (GTA) wastewater in terms of turbidity removing rate through comparing the turbidity removal due to different coagulants.For the said purpose,we have adopted the response surface methodology (RSM) and established a model for predicting the turbidity removal efficiency.As a matter of fact,it would be possible to identify and determine the proper performance for removing the turbidity from GTA sewage by comparing the polymerized ferric sulfate (PFS),the polymerization ferric chloride (PFC) and the poly aluminium chloride (PAC),proving that the turbidity removal rate increases with the increasing addition of PAC.The maximum turbidity removal rate can be made as high as 91% at PAC of 120 mg/L.What is more,PAC can also be used with the cationic polyacrylamide (PAM) as the coagulant aid to treat GTA sewage.Furthermore,we have also found that it has been indeed optimistic to achieve the highest possible turbidity removal rate by using RSM with the three key independent operating parameters of PAC-PAM coagulation,that is to say,PAC concentration,PAM concentration and the mixing time whereas a corresponding quadratic curved surface model for predicting turbidity removal rate is established via Design-Expert 9.0 software.We have also found that the optimal combination of the selected key operating parameters can be determined as follows:PAC:85.3 mg/L;PAM:19.8 mg/L and the mixing time:2 min,with the corresponding highest turbidity removal rate being at 97.1%.In addition,it has been found that the turbidity removal rate can be significantly affected by the linear term of PAC concentration,the quadratic term of PAC concentration,PAM concentration and mixing time,and the interaction term of PAC concentration as well as PAM concentration.Moreover,R2 value of the quadratic curved surface model has been found equal to 0.988 7,while the predicted value generated from the model has been verified close to the experimental data.As such,RSM proves to be an appropriate approach to optimizing the operating parameters of the coagulation process proposed in this paper.
Keywords:environmental engineering  greenhouse turtle aquaculture wastewater (GTA wastewater)  coagulation  turbidity  response surface methodology (RSM)
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