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开云全站APP-高出水标准要求下高含氟工业废水处理实践 作者:王小兵1, 曾佳玮1, 汤钟2(1.广东省建筑设计研究院有限公司,广东 广州 510150;2.深圳市城市规划设计研究院有限公司,广东 深圳 51800
当前位置: 首页 行业资讯 水业新闻 正文超出跨越水尺度要求下高含氟工业废水处置实践 作者:王小兵1, 曾佳玮1, 汤钟2(1.广东省建筑设计研究院有限公司,广东 广州 510150;2.深圳市城市计划设计研究院有限公司,广东 深圳 51800发布日期:2023-09-28来历:超出跨越水尺度要求下高含氟工业废水处置实践 作者:王小兵1, 阅读次数:88焦点提醒:English上一篇下一篇PDF下载[1]王小兵,曾佳玮,汤钟.超出跨越水尺度要求下高含氟工业废水处置实践[J].中国给水排水,2022,38(10):83-89. WANGXiao-bing,ZENGJia-wei,TANGZhong.Practice of High Fluorine Industrial Wastewater Treatment under the Requir超出跨越水尺度要求下高含氟工业废水处置实践作者:王小兵1, 曾佳玮1, 汤钟2(1.广东省建筑设计研究院有限公司,广东 广州 510150;2.深圳市城市计划设计研究院有限公司,广东 深圳 518000)PDF下载[1]王小兵,曾佳玮,汤钟.超出跨越水尺度要求下高含氟工业废水处置实践[J].中国给水排水,2022,38(10):83-89. WANGXiao-bing,ZENGJia-wei,TANGZhong.Practice of High Fluorine Industrial Wastewater Treatment under the Requirement of High Effluent Standard[J].China Water Wastewater,2022,38(10):83-89.点击复制超出跨越水尺度要求下高含氟工业废水处置实践中国给水排水[ISSN:1000-4062/CN:12-1073/TU] 卷: 第38卷 期数: 2022年第10期 页码: 83-89 栏目: 出书日期: 2022-05-17Title:Practice of High Fluorine Industrial Wastewater Treatment under the Requirement of High Effluent Standard作者:王小兵1, 曾佳玮1, 汤钟2(1.广东省建筑设计研究院有限公司,广东 广州 510150;2.深圳市城市计划设计研究院有限公司,广东 深圳 518000)Author(s):WANG Xiao-bing1, ZENG Jia-wei1, TANG Zhong2(1. Guangdong Architectural Design Research Institute Co. Ltd., Guangzhou 510150, China; 2. Urban Planning Design Institute of Shenzhen, Shenzhen 518000, China)要害词:含氟废水; 高硬度废水; 除钙高效沉淀池; 除氟高效沉淀池; 深度处置Keywords:fluorine containing wastewater; high hardness wastewater; high efficiency calcium removal settling tank; high efficiency fluorine removal settling tank; advanced treatment摘要:某液晶面板厂的高含氟高硬度废水处置厂的进水份为含氟废水和有机废水两股,含氟废水颠末混凝沉淀+MBBR硝化预处置,下降硬度、F-和NH3-N浓度后与有机废水����ȫվAPP夹杂,再采取生化处置+臭氧高级氧化+曝气生物滤池+高效沉淀+消毒组合工艺处置,终究出水水质不变到达地表水Ⅳ类尺度。该项目范围为6 104 m3/d,吨水投资约5 935元/m3,单元占地面积为0.619 m2/(m3 d-1)。Abstract:The high fluorine and high hardness influent of a wastewater treatment plant in a liquid crystal panel factory includes fluorine containing wastewater and organic wastewater. The fluorine containing wastewater is pretreated by coagulation, precipitation and MBBR nitration to reduce the hardness, F- concentration and ammonia nitrogen, and then mixed with the organic wastewater. The mixed wastewater is eventually treated by a combined process consisting of biochemical treatment, ozone advanced oxidation, biological aerated filter, high efficiency precipitation and disinfection. The final effluent quality stably reaches the requirements of surface water class Ⅳ limitations. The capacity of this plant is 6 104 m3/d, the investment is approximately 5 935 yuan/m3, and the footprint area is 0.619 m2/(m3 d-1).类似文献/References:[1]谭周权.工业园含氟废水/综合废水份步治理工程设计[J].中国给水排水,2022,38(14):71. TANZhou-quan.Design of a Stepwise Project for the Treatment of Fluorine Containing Wastewater/Comprehensive Wastewater in an Industrial Park[J].China Water Wastewater,2022,38(10):71.更新日期/Last Update: 2022-05-17中国给水排水杂志社官方网所有资料均源在网上的同享资本和期刊同享,请特殊留意勿做其他不法用处 若有加害您的版权或其他有损您好处的行动,请联系指出,本网会当即进行更正或删除有关内容论文颁发投稿邮箱:cnwater@vip.163.comCopyRight (C)2016 中国给水排水杂志社官方网 版权所有 津ICP备20004590号[1]王小兵,曾佳玮,汤钟.超出跨越水尺度要求下高含氟工业废水处置实践[J].中国给水排水,2022,38(10):83-89. WANGXiao-bing,ZENGJia-wei,TANGZhong.Practice of High Fluorine Industrial Wastewater Treatment under the Requirement of High Effluent Standard[J].China Water Wastewater,2022,38(10):83-89.点击复制超出跨越水尺度要求下高含氟工业废水处置实践中国给水排水[ISSN:1000-4062/CN:12-1073/TU]卷:第38卷期数:2022年第10期页码:83-89栏目:出书日期:2022-05-17Title:Practice of High Fluorine Industrial Wastewater Treatment under the Requirement of High Effluent Standard作者:王小兵1, 曾佳玮1, 汤钟2(1.广东省建筑设计研究院有限公司,广东 广州 510150;2.深圳市城市计划设计研究院有限公司,广东 深圳 518000)Author(s):WANG Xiao-bing1, ZENG Jia-wei1, TANG Zhong2(1. Guangdong Architectural Design Research Institute Co. Ltd., Guangzhou 510150, China; 2. Urban Planning Design Institute of Shenzhen, Shenzhen 518000, China)要害词:含氟废水;高硬度废水;除钙高效沉淀池;除氟高效沉淀池;深度处置Keywords:fluorine containing wastewater;high hardness wastewater;high efficiency calcium removal settling tank;high efficiency fluorine removal settling tank;advanced treatment摘要:某液晶面板厂的高含氟高硬度废水处置厂的进水份为含氟废水和有机废水两股,含氟废水颠末混凝沉淀+MBBR硝化预处置,下降硬度、F-和NH3-N浓度后与有机废水夹杂,再采取生化处置+臭氧高级氧化+曝气生物滤池+高效沉淀+消毒组合工艺处置,终究出水水质不变到达地表水Ⅳ类尺度。该项目范围为6 104m3/d,吨水投资约5 935元/m3,单元占地面积为0.619 m2/(m3 d-1)。Abstract:The high fluorine and high hardness influent of a wastewater treatment plant in a liquid crystal panel factory includes fluorine containing wastewater and organic wastewater. The fluorine containing wastewater is pretreated by coagulation, precipitation and MBBR nitration to reduce the hardness, F- concentration and ammonia nitrogen, and then mixed with the organic wastewater. The mixed wastewater is eventually treated by a combined process consisting of biochemical treatment, ozone advanced oxidation, biological aerated filter, high efficiency precipitation and disinfection. The final effluent quality stably reaches the requirements of surface water class Ⅳ limitations. The capacity of this plant is 6 104m3/d, the investment is approximately 5 935 yuan/m3, and the footprint area is 0.619 m2/(m3 d-1).类似文献/References:
[1]谭周权.工业园含氟废水/综合废水份步治理工程设计[J].中国给水排水,2022,38(14):71.TANZhou-quan.Design of a Stepwise Project for the Treatment of Fluorine Containing Wastewater/Comprehensive Wastewater in an Industrial Park[J].China Water Wastewater,2022,38(10):71.
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