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Treatment optimization to address water quality challenges in a ZLD scheme – 4 years of operation of the Twin Oaks Valley WTP

机译:优化处理以解决ZLD计划中的水质挑战– Twin Oaks Valley WTP运营了4年

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The Twin Oaks Valley WTP (TOVWTP) has supplied drinking water to the member agencies ofthe San Diego County Water Authority since April of 2008. The facility was designed toproduce 100-mgd of drinking water using mechanical strainers, membrane ultrafiltration, ozonewith advanced oxidation, biologically active carbon contactors and chloramines. Plant sourcewater is a variable blend of Colorado River and State Water Project water, with provisions to usean emergency supply (Lake Hodges). The plant is a zero-liquid discharge (ZLD) facility. Allliquid waste streams, including membrane cleaning chemicals, are equalized, coagulated andclarified. Clarifier overflow is returned to the head of the plant while underflow is thickened andcentrifuged. Thickener overflow and centrate are returned to the equalization basins. Centrifugecake is hauled off site. More than 99% of the untreated water is recovered as drinking water.This paper presents a firsthand account of how water quality and operational challenges havebeen addressed to improve plant reliability. The overall methodology to address each challenge,including treatability and monitored data, will be presented. ZLD facilities present uniquechallenges since any constituents that enter the facility in the untreated water or throughchemical addition must be efficiently removed in the residual solids or leave in the treated waterat permissible levels. Accumulation of these constituents can quickly impact plant capacity, andthus must be monitored and controlled proactively. Due to the closed loop nature of the ZLDsystem, mitigation strategies need to balance competing requirements. For example, pHsuppression was evaluated to improve solids stream clarifier performance, but high source wateralkalinity and subsequent needs for pH addition for treated water corrosion control drove coststoo high. Polymer addition and relocation of the centrate return stream were ultimately effective,but even these required evaluating the potential for membrane fouling due to polymer carryoverand speciation of DOC fractions in the recycle stream.
机译:双橡树谷污水处理厂(TOVWTP)自2008年4月以来已向圣地亚哥县水务局的成员机构提供饮用水。该设施的设计目的是使用机械过滤器,膜超滤,高级氧化臭氧,生物方法生产100毫克饮用水。活性炭接触器和氯胺。植物源水是科罗拉多河和州水项目水的可变混合物,并规定了使用应急供水(霍奇斯湖)。该工厂是零液体排放(ZLD)设施。所有液体废物流,包括膜清洁剂,均应进行均衡,凝结和澄清。澄清器的溢流返回到设备的顶部,同时浓流被浓缩并离心。浓缩机的溢流和浓缩液返回平衡池。离心蛋糕被拖离现场。超过99%的未处理水作为饮用水被回收。本文介绍了如何解决水质和操作难题以提高工厂可靠性的第一手资料。将介绍解决每种挑战的总体方法,包括可治疗性和监测数据。 ZLD设施提出了独特的挑战,因为任何未经处理的水或化学添加物进入设施的成分都必须有效地去除残留固体或以允许的水平留在处理过的水中。这些成分的积累会迅速影响工厂的生产能力,因此必须积极地进行监控。由于ZLD系统的闭环性质,缓解策略需要平衡竞争需求。例如,评估了pH抑制以改善固体流澄清剂的性能,但是高的源水碱度以及随后对经处理的水腐蚀控制添加pH的需求导致成本过高。聚合物的添加和离心返回流的重定位最终是有效的,但即使如此,由于聚合物残留和再循环流中DOC馏分的形态形成,也需要评估膜污染的可能性。

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  • 会议地点 San Antonio TX(US)
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    CH2M HILL 245 Consumer Rd. Suite 400 Toronto ON jgarciaa@ch2m.com;

    San Diego County Water Authority 4677 Overland Avenue San Diego CA 92123 tsuydam@sdcwa.org;

    CH2M HILL 3566 N Twin Oaks Valley Rd San Marcos 92069 brian.macdonald@ch2m.com;

    CH2M HILL 2625 S. Plaza Drive Suite 300 Tempe Arizona jlozier@ch2m.com;

    GE Water Process Technologies 3239 Dundas Street West Oakville ON Jason.Kizer@ge.com;

    GE Water Process Technologies 3239 Dundas Street West Oakville ON Jason.Cadera@ge.com;

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