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深水循环混凝沉淀处理含铜绿微囊藻原水的效果和机理研究
引用本文:鲁梦江,丛海兵,郑全兴,徐思涛,陈雯婧,王巍.深水循环混凝沉淀处理含铜绿微囊藻原水的效果和机理研究[J].环境科学学报,2016,36(8):2911-2916.
作者姓名:鲁梦江  丛海兵  郑全兴  徐思涛  陈雯婧  王巍
作者单位:扬州大学环境科学与工程学院, 扬州 225127,1. 扬州大学环境科学与工程学院, 扬州 225127;2. 江苏鑫东方环保设备科技有限公司, 扬州 225807,扬州自来水集团公司, 扬州 225127,扬州大学环境科学与工程学院, 扬州 225127,扬州大学环境科学与工程学院, 扬州 225127,扬州大学环境科学与工程学院, 扬州 225127
基金项目:江苏省水利动力工程重点实验室项目(No.K12020);扬州市市校合作研究项目(No.2014-4);扬州市前瞻性研究计划项目(No.SQZ201430062);江苏省高校优势学科建设工程资助项目
摘    要:为了探明深水循环混凝沉淀工艺处理含藻水的效果和机理,采用U形管模拟深水循环装置对含有铜绿微囊藻的原水进行预加压,再进行混凝沉淀处理,测定了40~80 m深水循环混凝沉淀的处理效果,探究了深水循环除藻机理,并评价了水质安全性.结果表明:随着循环深度的加大,深水循环混凝沉淀效果越好;在投药量30 mg·L-1时,60~80 m深水循环混凝沉淀对藻类去除率达到95%以上,浑浊度小于1.6 NTU,处理效果比原水直接混凝沉淀、预氧化混凝沉淀显著提高.深水循环利于藻类去除的机理是,藻细胞内气囊受深水水压作用而坍塌破裂,气囊内气体透过细胞壁扩散进入水中,藻体失去气囊浮力,由上浮转而下沉.深水循环及混凝沉淀阶段水中的藻毒素、DOC均未增加,说明深水循环混凝沉淀工艺处理含藻水是安全的.

关 键 词:深水循环  混凝沉淀  铜绿微囊藻  效果  机理  安全性
收稿时间:2015/8/19 0:00:00
修稿时间:2015/11/13 0:00:00

The performance and mechanisms of Microcystis aeruginosa-laden water treatment by deep water circulation following coagulation and sedimentation
LU Mengjiang,CONG Haibing,ZHENG Quanxing,XU Sitao,CHEN Wenjing and WANG Wei.The performance and mechanisms of Microcystis aeruginosa-laden water treatment by deep water circulation following coagulation and sedimentation[J].Acta Scientiae Circumstantiae,2016,36(8):2911-2916.
Authors:LU Mengjiang  CONG Haibing  ZHENG Quanxing  XU Sitao  CHEN Wenjing and WANG Wei
Institution:School of Environmental Science and Engineering, Yangzhou University, Yangzhou 225127,1. School of Environmental Science and Engineering, Yangzhou University, Yangzhou 225127;2. Jiangsu Xindongfang Environmental Protection Equipment Technology Co., Ltd., Yangzhou 225807,Yangzhou Tap Water Co., Ltd., Yangzhou 225127,School of Environmental Science and Engineering, Yangzhou University, Yangzhou 225127,School of Environmental Science and Engineering, Yangzhou University, Yangzhou 225127 and School of Environmental Science and Engineering, Yangzhou University, Yangzhou 225127
Abstract:In order to investigate the performance and mechanisms of deep water circulation, coagulation and sedimentation for Microcystis aeruginosa-laden water pretreatment, the U shaped tube was first used to simulate the deep water circulation device with water depth of 40~80 m, and the safety of the water quality was evaluated. Results show that with the increase of circulation depth, the performance of the overall treatment is improved. When the coagulant dose is 30 mg·L-1 and the circulation depth is up to 60~80 m, the deep water circulation could increase the removal efficiency of Microcystis aeruginosa to more than 95%, and the turbidity of the effluent is lower than 1.6 NTU. This treatment efficiency is better than those of the direct coagulation and sedimentation process and the pre-oxidation coagulation and sedimentation process. The mechanism of Microcystis aeruginosa treatment by deep water circulation is that:with the pressure of deep water, the gas vesicles of Microcystis aeruginosa are collapsed or broken and the gas diffuse out of the cells, which leading to the Microcystis aeruginosa lose buoyancy and turn sinking but not floating. However, the cells of Microcystis aeruginosa are not broken after deep water circulation, and the microcystins and DOC do not increase any more, which indicates the process of deep water circulation following coagulation and sedimentation is safe for the treatment of Microcystis aeruginosa-laden water.
Keywords:deep water circulation  coagulation and sedimentation  Microcystis aeruginosa  performance  mechanism  water safety
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