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    • 8. 发明申请
    • INTEGRATED BIOLOGICAL WASTEWATER TREATMENT AND CLARIFICATION
    • 综合生物废水处理与澄清
    • WO2010026564A1
    • 2010-03-11
    • PCT/IL2009/000825
    • 2009-08-26
    • AQWISE - WISE WATER TECHNOLOGIES LTD.ASSULIN, NirARBEL, Tamar
    • ASSULIN, NirARBEL, Tamar
    • C02F3/02
    • C02F3/087C02F1/44C02F1/5236C02F11/04C02F2303/02Y02W10/15
    • Apparatus for integrated biological wastewater treatment and clarification including a tank having a wastewater inlet for receiving wastewater to be treated and having a treated, clarified wastewater outlet for providing treated, clarified wastewater for use, the tank having an upper turbulence region, a lower solids settling region below the upper turbulence region and a sludge collection region below the lower solids settling region, a multiplicity of biomass carriers disposed in the upper turbulence region, a gas diffuser assembly arranged generally between the upper turbulence region and the lower solids settling region for providing gas bubbles which move upwardly through the wastewater and the biomass carriers in the upper turbulence region, providing turbulence and oxygen and a sludge removal conduit communicating with the sludge collection region for removal of sludge therefrom.
    • 用于综合生物废水处理和澄清的装置,包括具有用于接收将被处理的废水的废水入口的罐并且具有经处理的澄清废水出口用于提供经处理的澄清废水用于使用的罐,所述罐具有上湍流区域,下固体沉降 在下部固体沉降区域下方的污泥收集区域,设置在上部湍流区域中的多个生物质载体,通常位于上部湍流区域和下部固体沉降区域之间的气体扩散器组件,用于提供气体 通过废水和上湍流区域中的生物质载体向上移动的气泡,提供湍流和氧气,以及与污泥收集区域连通以从其中除去污泥的污泥去除管道。
    • 10. 发明申请
    • Method and apparatus for biological wastewater treatment
    • 生物废水处理方法及装置
    • US20020179526A1
    • 2002-12-05
    • US09866886
    • 2001-05-29
    • AQWISE WISE WATER TECHNOLOGIES LTD.
    • Ronen Itzhak ShechterEytan B. Levy
    • C02F003/08
    • C02F3/087B01J19/30B01J2219/30223B01J2219/30242B01J2219/30466C02F3/02C02F3/10C02F3/223Y02W10/15
    • A method and apparatus for retrofitting existing waste water treatment facilities having at least one existing basin including installing generally vertical partitions at spaced locations in the at least one existing basin in order to divide the at least one existing basin into a plurality of treatment stage regions, installing at least one air lift in each of the plurality of treatment stage regions, loading each treatment stage regions with a quantity of floatable porous particles, supplying waste water to at least one of the plurality of treatment stage regions and allowing the waste water, but generally not the particles, to flow from at least one of the plurality of treatment stage regions to at least another of the plurality of treatment stage regions and operating the at least one air lift in each of the plurality of treatment stage regions to provide aerobic waste water flow therein in operative engagement with the floatable porous particles.
    • 一种用于改造具有至少一个现有盆地的现有废水处理设施的方法和装置,包括在所述至少一个现有池中的间隔位置处安装大致垂直的隔板,以便将所述至少一个现有盆地划分成多个处理台区域, 在所述多个处理阶段区域中的每一个中安装至少一个空气提升器,将每个处理阶段区域加载一定数量的可漂浮的多孔颗粒,将废水供应到所述多个处理段区域中的至少一个并允许废水,但是 通常不是颗粒,从多个处理阶段区域中的至少一个流到多个处理阶段区域中的至少另一处,并且在多个处理阶段区域中的每一个处理至少一个空气提升,以提供需氧废物 其中的水流与可漂浮的多孔颗粒操作接合。