[1]王赫,彭锦玉,王全勇,等.臭氧/生物活性炭流化床预处理对净水效率的影响[J].中国给水排水,2023,39(5):46-52.
　WANGHe,PENGJin-yu,WANGQuan-yong,et al.Effect of Ozone/Biological Activated Carbon Fluidized Bed Pretreatment on Water Purification Efficiency[J].China Water & Wastewater,2023,39(5):46-52.
点击复制

臭氧/生物活性炭流化床预处理对净水效率的影响

中国给水排水[ISSN:1000-4062/CN:12-1073/TU] 卷: 第39卷 期数: 2023年第5期 页码: 46-52 栏目: 出版日期: 2023-03-01
Title:
Effect of Ozone/Biological Activated Carbon Fluidized Bed Pretreatment on Water Purification Efficiency
作者:
王赫1， 彭锦玉2， 王全勇2， 刘欣3， 王小亻毛4， 张永3， 赵成萱1
（1.山东建筑大学 市政与环境工程学院，山东 济南 250101；2.中国城市建设研究院有限公司，北京 100120；3.中国石化集团胜利石油管理局有限公司供水分公司，山东 东营 257000；4.清华大学 环境学院，北京 100084）
Author(s):
WANG　He1， PENG　Jin-yu2， WANG　Quan-yong2， LIU　Xin3， WANG　Xiao-mao4， ZHANG　Yong3， ZHAO　Cheng-xuan1
（1. School of Municipal and Environmental Engineering， Shandong Jianzhu University， Jinan 250101， China； 2. China Urban Construction Design＆Research Institute Co. Ltd.， Beijing 100120， China； 3. Water Supply Branch of Sinopec Shengli Petroleum Administration Co. Ltd.， Dongying 257000， China； 4. School of Environment， Tsinghua University， Beijing 100084， China）
关键词:
前置式臭氧/生物活性炭;  流化床;  微污染原水;  溴酸盐
Keywords:
pre-type ozone/biological activated carbon;  fluidized bed;  micro-pollution raw water;  bromate
摘要:
以黄河水库水为原水，探究前置式臭氧/生物活性炭流化床作为预处理工艺对净水效率的影响，并与作为末端深度处理的后置式臭氧/生物活性炭工艺进行对比。当采用前置式臭氧/生物活性炭作为预处理工艺时，出水中总有机碳（TOC）、生物可降解溶解性有机碳（BDOC）、氨氮浓度比后置式分别降低了11.8%、12.7%和72.1%，颗粒物数和浊度分别可降至（125±8） CNT/mL和（0.16±0.03） NTU；出水中溴酸盐、甲醛等氧化副产物均满足《生活饮用水卫生标准》（GB 5749—2022）要求。前置式臭氧/生物活性炭流化床和常规处理工艺对污染物的去除具有协同作用，各项出水指标全面优于后置式臭氧/生物活性炭工艺。这可以为微污染原水的高效净化研究和工程实践提供指导。
Abstract:
The effect of pre-type ozone/biological activated carbon (O3-BAC) fluidized bed pretreatment on purification efficiency of raw water from a reservoir in Yellow River basin was investigated, and the treatment performance was compared with the terminal advanced treatment process of post-type O3-BAC. When the pre-type O3-BAC process was adopted, the total organic carbon (TOC), biodegradable dissolved organic carbon (BDOC) and ammonia nitrogen (NH3-N) in the effluent were reduced by 11.8%, 12.7% and 72.1% respectively compared with those in the effluent when the post-type O3-BAC process was adcpted, and the particle number and turbidity in the effluent were reduced to (125±8) CNT/mL and (0.16±0.03) NTU, respectively. The oxidation by-products such as bromate and formaldehyde in the effluent all met the limits specified in Standards for Drinking Water Quality (GB 5749-2022). The pre-type O3-BAC fluidized bed and conventional treatment process had a synergistic effect on pollutants removal, and all indicators in the effluent were superior to those in the effluent from the post-type O3-BAC process. The results can guide the development and engineering practice of efficient purification process for micro-polluted raw water treatment.
更新日期/Last Update: 2023-03-01