某大型溴离子微污染水源水厂工艺设计  

Design of water treatment plant for a large micro-polluted water source containing bromine ion

作　　者：刘巨波 连宝良 杨震 刘晓玲 方以清 赵玉峰 LIU Jubo;LIAN Baoliang;YANG Zhen;LIU Xiaoling;FANG Yiqing;ZHAO Yufeng(Beijing Capital Eco-Environment Protection Group Co.,Ltd.,Beijing 100028,China;Xuzhou Capital Water Co.,Ltd.,Xuzhou 221000,China;Shanghai Municipal Engineering Design Institute(Group)Co.,Ltd.,Shanghai 200092,China)

机构地区：[1]北京首创生态环保集团股份有限公司,北京100028 [2]徐州首创水务有限责任公司,徐州221000 [3]上海市政工程设计研究总院(集团)有限公司,上海200092

出　　处：《给水排水》2022年第6期8-12,共5页Water & Wastewater Engineering

摘　　要：针对近期设计规模为20万m^(3)/d某含溴离子微污染水源水处理工程,通过分析现状水厂实际运行情况、进出水水质特点和水厂执行的出水水质标准,对采用臭氧活性炭前置和后置工艺进行了对比分析,确定拟建厂采用的工艺路线为预臭氧-混凝沉淀-后臭氧-上向流活性炭吸附池-V型滤池,并给出了主要工艺参数。从饮用水安全的角度,提出溴酸盐控制方法,作为项目的工程储备措施。According to the micro-polluted source water treatment plant containing bromine ion has a designed capacity of 20×10^(4) m^(3)/d,by analyzing the current situation and the actual operation of the waterworks,the characteristics of inlet and outlet water quality,and the effluent quality standards implemented by the water plant,the ozone activated carbon pre process and post process were compared and analyzed.Pre ozone-coagulation sedimentation-post ozone-upflow activated carbon adsorption tank-V-shaped filter as the main process,the main process parameters were given.From the perspective of drinking water safety,bromate control method was proposed which as the engineering reserve measure of the project.

关 键 词：溴离子 溴酸盐 微污染水 前置臭氧活性炭工艺 水厂设计 

分 类 号：TU991[建筑科学—市政工程]