首页> 外文会议>WEFTEC 2011;Annual Water Environment Federation technical exhibition and conference >Establishing the Process Performance Criteria for an Ultraviolet Advanced Oxidation Process - Challenges from Florida’s First Large Scale Groundwater Recharge Facility Design
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Establishing the Process Performance Criteria for an Ultraviolet Advanced Oxidation Process - Challenges from Florida’s First Large Scale Groundwater Recharge Facility Design

机译:建立紫外线高级氧化工艺的工艺性能标准-佛罗里达州首个大型地下水补给设施设计面临的挑战

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The Miami Dade County’s South District Water Reclamation Plant (SDWRP) intends to treattertiary effluent from its South District Wastewater Treatment Plant (SDWWTP) to near demineralizedwater quality that meets the requirements of primary and secondary drinking waterstandards. The proposed SDWRP process train consists of microfiltration (MF), reverse osmosis(RO), ion exchange (IX), ultraviolet advanced oxidation (UV-AO), and water stabilization. TheUV-AO system serves to destroy microconstituents that are not rejected during the RO process.SDWWTP historical effluent data and results from the pilot plant efforts of the proposedtreatment train were evaluated to establish a baseline of the standard pollutant andmicroconstituent concentrations in the UV-AO influent and to develop the system’s processperformance criteria. Due to limitations with the collected data, several conservativeassumptions had to be adopted. The UV-AO design criteria considered projected UV-AOinfluent water quality and the requirements of Title 22 of the California Code of Regulations forgroundwater recharge, and was ultimately set at a 2.0 log NDMA reduction and a 0.5 log 1,4-Dioxane reduction. Utilities that are looking to install similar facilities should plan ahead andstart compiling a robust data set of microconstituents that allows them to establish and negotiatesite specific design criteria.
机译:迈阿密戴德县南区水再生厂(SDWRP)计划将其南区废水处理厂(SDWWTP)的废水排放达到接近一级和二级饮用水标准要求的软化水质量。拟议的SDWRP工艺流程包括微滤(MF),反渗透(RO),离子交换(IX),紫外线高级氧化(UV-AO)和水稳定性。 UV-AO系统用于销毁RO过程中未被剔除的微量成分。对SDWWTP的历史废水数据和拟议处理系列的试点工厂努力的结果进行了评估,以建立UV-AO废水中标准污染物和微量元素浓度的基准并制定系统的过程绩效标准。由于所收集数据的局限性,必须采用一些保守的假设。 UV-AO设计标准考虑了预计的UV-AO进水水质以及《加利福尼亚州法规条例》第22标题中关于地下水补给的要求,最终设定为NDMA降低2.0 log和1,4-二恶烷降低0.5 log。希望安装类似设施的公用事业应预先计划并开始汇编可靠的微成分数据集,以使它们能够建立和协商特定地点的设计标准。

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