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Comparison of Pilot- and Full-Scale Performances of the Largest Membrane Water Treatment Plant in California

机译:加州最大的膜式水处理厂的中试和全规模性能比较

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The 40-mgd Nick C. DeGroot Water Treatment Plant, operated by South San Joaquin Irrigation District (SSJID) of Manteca, is the largest existing membrane drinking water treatment plant in California to date. The SSJID treatment plant, dedicated on July 14, 2005, employs the processes of coagulation, flocculation, high-rate dissolved air flotation (AquaDAFTM), stabilization with lime and carbon dioxide, submerged ultrafiltration (ZeeWeed(R) 1000 membrane), and disinfection with sodium hypochlorite. This is the first low-pressure membrane plant using the high-rate AquaDAFTM process as pretreatment. The AquaDAFTM process can operate at surface overflow rate as high as 18 gpm/ft~2, which is super-high when compared to conventional clarification.rnA 4-month pilot testing program was conducted prior to the design of the treatment plant to verify design assumptions of the pretreatment (coagulation, AquaDAFTM, and stabilization) and membrane filtration systems, and to seek regulatory approval for permitting. The full scale plant has been operating satisfactorily for more than a year.rnThis paper compares the performances of the pilot- and full-scale plants. Water quality, chemical coagulant (ferric chloride) dosages, surface overflow rates, turbidity and TOC removal of the AquaDAFTM and ZeeWeed(R) 1000 systems, fluxes, backwash frequencies, recovery rates, etc., will be reviewed and compared. Operating problems encountered and suggestions for design improvements will be discussed.
机译:由Manteca的South San Joaquin灌溉区(SSJID)运营的40毫克重的Nick C. DeGroot水处理厂是迄今为止加州最大的现有膜式饮用水处理厂。 SSJID处理厂于2005年7月14日投入使用,它采用混凝,絮凝,高速率溶解气浮(AquaDAFTM),石灰和二氧化碳稳定化,沉浸超滤(ZeeWeed(R)1000膜)和消毒工艺。用次氯酸钠。这是第一家使用高速度AquaDAFTM工艺进行预处理的低压膜设备。 AquaDAFTM工艺可以在高达18 gpm / ft〜2的表面溢流速率下运行,与传统的澄清方法相比是超高的.rn在处理厂设计之前进行了为期4个月的中试测试程序以验证设计预处理(混凝,AquaDAFTM和稳定化)和膜过滤系统的假设,并寻求监管部门的许可。大型工厂已经令人满意地运行了一年多。rn本文比较了中型和大型工厂的性能。我们将对AquaDAFTM和ZeeWeed®1000系统的水质,化学混凝剂(氯化铁)用量,表面溢流率,浊度和TOC去除率,通量,反冲洗频率,回收率等进行审查和比较。将讨论遇到的操作问题和设计改进建议。

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