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Treatment of 1,4-Dioxane in Groundwater Using Advanced Oxidation Processes: UV/H2O2, O3/H2O2, and UV/TiO2 使用高级氧化工艺处理地下水中的1,4-二恶烷:UV/H2O2、O3/H2O2和UV/TiO2
发布日期: 2006-11-01
这张幻灯片概述了一个项目,在2004年,滑铁卢地区市政当局(RMOW)关闭了其格林布鲁克水处理厂,当时发现1,4-二氧六环存在于供应至 285 ppb。联合工程部被雇来进行一项研究 可治疗性研究包括 文献综述, 实验室规模的研究,以及 一项试点研究。试点测试的目标包括: 用3种高级氧化工艺(AOP)和 他们在格林布鲁克的适合性: UV/H2O2; O3/H2O2; UV/TiO2; O3剂量控制(仅O3/H2O2); 监测溴酸盐的形成(如有);与上游确认改进 过滤; 检查铁锰去除水平 通过AOP;和 确定H2O2残差,以备将来使用 淬火考虑。概述了原水质量注意事项和试验流程,以及试验研究总结,其中包括: 过滤过程 确认铁/锰去除; 下游AOP的最小改善; 1,4-二恶烷的去除和副产品 组成和 所有测试的AOP都能达到低目标 二恶烷水平(<10µg/L)不形成 溴酸盐含量高。
This slide presentation outlines a project where, in 2004, the Regional Municipality of Waterloo (RMOW) shut down its Greenbrook Water Treatment Plant when 1,4-dioxane was found in well supply up to 285 ppb. Associated Engineering was hired to conduct a Treatability Study that included a Literature Review, Bench-Scale Study, and a Pilot-Scale Study. Objectives of the Pilot-Scale Tests included: demonstrate 1,4-dioxane destruction with 3 advanced oxidation processes (AOPs) and their suitability at Greenbrook: UV / H2O2; O3 / H2O2; UV / TiO2; O3 dosing control (O3 / H2O2 only); monitor bromate formation, if any; confirm improvement with upstream filtration; examine level of Fe / Mn removal through AOP; and, determine H2O2 residual for future quenching considerations. Raw water quality considerations and pilot process train are outlined along with the pilot study summary that includes: filtration process confirmed Fe/Mn removal; minimal improvement for downstream AOP; 1,4-Dioxane removal and byproduct formation; and, all AOPs tested were able to meet low target dioxane levels (< 10 µg/L) without forming high levels of bromate.
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发布单位或类别: 美国-美国给水工程协会
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