首页> 外文会议>Annual Water Environment Federation technical exhibition and conference >COMPARISON OF THREE FILTRATION TECHNOLOGIES TO MEET TERTIARY LEVEL DISCHARGE AND UNRESTRICTED REUSE REQUIREMENTS
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COMPARISON OF THREE FILTRATION TECHNOLOGIES TO MEET TERTIARY LEVEL DISCHARGE AND UNRESTRICTED REUSE REQUIREMENTS

机译:三种过滤技术比较达到三级级别排放和不受限制的再利用要求的研究

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Metropolitan Wastewater Management Commission (MWMC) was formed in 1977 through an intergovernmental agreement between Lane County and the cities of Eugene and Springfield, Oregon. MWMC was created to construct and operate regional wastewater facilities, including the Water Pollution Control Facility (WPCF), the Biosolids Management Facility, the Biocycle Farm, and four collection system pump stations. MWMC provides wastewater service to more than 250,000 residents. In 2004, the MWMC decided to add tertiary filtration to the 114,000-m~3/d (30-mgd) WPCF. The benefits of adding filtration would be twofold. First, discharging filtered effluent to the river would reduce the concentration and mass of biochemical oxygen demand (BOD) and total suspended solids (TSS) to help meet discharge permit limits. Second, by producing a Class A recycled water for use in irrigation and industrial processes, MWMC would reduce the thermal loads to the Willamette River by diverting a portion of the relatively warm effluent from the river. To select the most appropriate filtration technology, in 2008 MWMC conducted parallel pilot testing of cloth disk filtration, compressible medium filtration, and granular medium filtration. These three different technologies have not previously been tested side by side for secondary effluent filtration. The goals of the testing were to: 1. evaluate the performance of the filters with respect to Class A recycled water criteria, 2. gain hands-on experience with operation and maintenance of the filters, 3. evaluate the filters’ reliability and performance as affected by variations in filter influent quality and flow rate, 4. determine and/or confirm design criteria for the filter hydraulic loading rate, 5. determine backwash water requirements including the backwash water ratio, and 6. evaluate the head loss development The results from this testing were used to design the filtration facilities, which have a total treatment capacity of 53,000 m~3/d (14 mgd).
机译:都市废水管理委员会(MWMC)通过车道县和尤金和斯普林菲尔德,俄勒冈州的城市之间的政府间协议形成于1977年。 MWMC是为了建造和运营地区污水处理设施,包括水污染控制设施(WPCF),生物固体管理基金,生物循环农场和四个收集系统泵站。 MWMC提供污水服务,超过25万个居民。在2004年,MWMC决定三级过滤添加到114000-〜3 / d(30-MGD)WPCF。将过滤的好处是双重的。首先,放电过滤流出物的河流将降低浓度和生化需氧量(BOD)和总悬浮固体(TSS),以帮助满足排放许可限度质量。第二,通过产生A类循环水用于灌溉和工业过程,MWMC将由从河转向相对温暖流出物的一部分降低热负荷Willamette河。为了选择最合适的过滤技术,在2008年进行的MWMC布磁盘过滤的平行试验测试,可压缩介质过滤,和粒状介质过滤。这三种不同的技术并没有先前已由侧二次流出物过滤测试侧。测试的目标是:1.评价过滤器相对于A类循环水标准的性能,2.增益动手与操作和过滤器的维修经验,3.评价过滤器的可靠性和性能受在过滤器进水质量的变化和流速,4.确定和/或用于过滤液压负荷率确认设计标准,确定5.反洗水的要求,包括反洗水比,和6.评估的压头损失发展从结果该测试被用于设计所述过滤设施,其具有53,000〜3 / d(14 MGD)共处理能力。

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