首页> 外文会议>AWWA water quality technology conference exposition >Pre-ozonation prior to microfiltration membranes; a pilot scale evaluation
【24h】

Pre-ozonation prior to microfiltration membranes; a pilot scale evaluation

机译:在微滤膜之前进行预臭氧处理;试点规模评估

获取原文

摘要

Pre-ozone prior to microfiltration membranes was operated at the pilot scale to evaluate the benefits ofenhanced organic carbon removal and advanced oxidation of Tuolumne River water in California. The pilotstudy was conducted to support the design and construction of a new treatment plant for the TurlockIrrigation District, an irrigation and power company in California. It was anticipated that pre-ozone inconjunction with alum would increase iron, manganese, color, turbidity, and organic carbon removal andimprove membrane performance compared to coagulant addition alone. As a result of improved organiccarbon removal, it was anticipated that a decrease in disinfection by-product (DBP) formation would beobserved. Results from the pilot evaluation, however, showed that although iron, manganese, and turbiditylevels were significantly decreased through membrane filtration, the reduction was consistent with andwithout pre-ozone. Increased reduction in the UV254 and total organic carbon (TOC) concentrations wasobserved in conjunction with a decrease in the total trihalomethane (THM) and haloacetic acid (HAA)formation for pre-ozone and alum addition compared to membrane treatment alone or with post-ozonetreatment. Oxidation with ozone resulted in a reduction in organic carbon, a DBP precursor, and thechlorine dose necessary to provide adequate disinfection residual. Combined, these two factors reduced thetotal THM and HAA formed during 7-day simulated distribution system (SDS) evaluations. Impact of preozoneon membrane system performance was membrane system dependent. Pretreatment with pre-ozoneand alum combined and alum only were found to enhance membrane performance by significantly decreasingthe rate of membrane fouling for one system, to increase the fouling rate for another membrane system, andto result in similar fouling for the third system as observed without chemical addition. Issues with solidscarryover due to poor sludge drainage was likely the cause of some of the membrane fouling for one of themembrane systems. However, one membrane system did not appear to be impacted by the solids carryoverand continued to show improved membrane performance during this period. Based on these piloting results,the recommended treatment train for the new water treatment plant for Turlock Irrigation District includespre-ozone, alum coagulation, flocculation, plate settlers, microfiltration membranes, and post-chlorination.
机译:在进行微滤膜之前,先进行臭氧预处理,以评估中试规模的益处。 增强了加利福尼亚州Tuolumne河水的有机碳去除能力和高级氧化能力。飞行员 进行了研究以支持Turlock的新处理厂的设计和建设 灌溉区,加利福尼亚的一家灌溉和电力公司。预计在 与明矾结合使用会增加铁,锰,颜色,浊度和有机碳的去除量,以及 与单独添加混凝剂相比,可改善膜性能。由于改善了有机 碳去除,预计消毒副产物(DBP)形成的减少将是 观测到的。初步评估结果显示,尽管铁,锰和浊度 膜过滤可显着降低血药水平,减少程度与和 不含臭氧。 UV254和总有机碳(TOC)浓度的减少量增加了 观察到总三卤甲烷(THM)和卤代乙酸(HAA)减少 与单独进行膜处理或与进行臭氧处理相比,添加臭氧前和矾的形成 治疗。臭氧氧化导致有机碳,DBP前体和有机碳的减少。 提供足够的消毒残留量所需的氯气剂量。结合起来,这两个因素降低了 在7天的模拟分销系统(SDS)评估期间形成的总THM和HAA。前臭氧层的影响 膜系统性能取决于膜系统。臭氧预处理 和明矾组合和仅明矾被发现通过显着降低膜来增强膜性能 一个系统的膜污染率,以增加另一个膜系统的污染率,以及 导致第三系统的结垢与未添加化学药品时所观察到的相似。固体问题 由于污泥排水不畅而导致的残留物可能是其中一种滤膜结垢的原因。 膜系统。但是,一个膜系统似乎没有受到固体残留物的影响 并且在此期间继续显示出改善的膜性能。根据这些试点结果, 为Turlock灌溉区的新水处理厂推荐的处理方法包括 臭氧预处理,明矾凝结,絮凝,平板沉降器,微滤膜和氯化后。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号