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HYBRID MBR-BASED DESIGN: COST EFFECTIVE PERFORMANCE OPTIMIZATION FOR PEAK FLOWS AND LOADS

机译:基于混合的MBR的设计:峰值流量和负载的成本有效的性能优化

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The Brightwater Treatment Plant (Brightwater) is a new wastewater treatment and reclamation facility owned and operated by the King County Wastewater Treatment Division. The project is under construction and is scheduled to begin service in late 2010. The plant is configured with an innovative, hybrid, split-flow treatment process, incorporating conventional and chemicallyenhanced primary clarification (CEPC) processes ahead of a membrane bioreactor (MBR). This design uses the CEPC process to reduce peak flow to the MBR by treating portions of extreme wet weather flows, expected to occur on less than 10 percent of the days in any year. CEPC effluent will flow either to the MBR or blend with MBR effluent prior to disinfection and discharge as dictated by available MBR capacity. The hybrid MBR design was originally conceived to allow MBR technology to be applied to a treatment plant that receives high peak flows during wet weather events. Sizing the liquid stream process for highly efficient treatment of non-peak flows and providing another means of treatment for storm-influenced flows offers opportunities to reduce pollutant loads, capital costs, and operating and maintenance costs. In addition to reducing peak flows to the MBR, the CEPC process is available as a tool to reduce peak biochemical oxygen demand (BOD) loads to the MBR process. For example, if aeration capacity or process volumes prove inadequate for peak BOD loadings, CEPC could be used to reduce the BOD load to the MBR. With the hybrid MBR split-flow design, the total BOD and total suspended solids (TSS) percent removals will be greater than 88% and 92% respectively for the projected peak month flow and load. Additionally, effluent from the hybrid MBR process provides a significant net environmental benefit when compared to conventional activated sludge (CAS), reducing the discharge of BOD and TSS by 73% and 79% respectively on an average annual basis. This paper discusses configuration and development of the hybrid MBR process, system optimization through a separate membrane system procurement, the value of the process in facility phasing, and regulatory approval of the project.
机译:该布赖特沃特处理厂(布赖特沃特)是由金县污水处理司拥有并经营一家新的污水处理和回收设施。该项目正在建设中,预计在2010年年末开始服务的植物被配置为与一个创新的,混合,分流处理工艺,结合常规和chemicallyenhanced初级澄清(CEPC)处理提前膜生物反应器(MBR)的。本设计采用CEPC处理通过处理极端潮湿的天气的部分,以减少峰值流量到MBR流,预期会发生上的天小于10%的任何一年。通过可用的MBR容量所决定CEPC流出物将或者流到MBR或共混物与MBR消毒和排放污水之前。混合动力MBR设计的初衷是允许MBR技术被应用到该过程中潮湿的天气事件接收高的峰值流动的处理厂。施胶液体流过程的非高峰高效处理流程,并提供另一种治疗手段风暴影响的流动提供了机会,以减少污染负荷,资本成本,以及运营和维护成本。除了减少峰流向MBR,所述CEPC过程可作为减小峰值生化需氧量(BOD)负荷到MBR工艺的工具。例如,如果通风容量或处理体积证明不足以峰BOD负荷,CEPC可以用来降低BOD负荷到MBR。与混合MBR分流设计,总BOD和总悬浮固体(TSS)的去除率将会比88%和92%分别更大的投影峰月流量和负载。另外,相对于传统的活性污泥法(CAS)时,分别由73%和79%降低的平均年度基础上BOD和TSS的排出从混合MBR工艺流出物提供了显著净环境效益。本文讨论的配置和混合MBR工艺的发展,通过独立的膜系统采购系统优化,设施逐步过程的价值和项目的监管机构的批准。

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