Diffused Aeration Systems and Methods for Cleaning Fouled Diffusers in Aeration Systems
    1.
    发明申请
    Diffused Aeration Systems and Methods for Cleaning Fouled Diffusers in Aeration Systems 审中-公开
    扩散曝气系统和曝气系统中污染扩散器清洗方法

    公开(公告)号:US20160046516A1

    公开(公告)日:2016-02-18

    申请号:US14828567

    申请日:2015-08-18

    Abstract: A method for cleaning and preventing diffuser membrane fouling of an aeration system can include: transporting a liquid acidic solution into a downcomer pipe or a purge line positioned in a reservoir of an aeration system containing a body of water such that the liquid acidic solution flows into a manifold and air distribution pipes; allowing the liquid acidic solution to vaporize; and blowing the vaporized acidic solution into a plurality of diffusers supported by the air distribution pipes. An aeration system that can implement the method is also included.

    Abstract translation: 用于清洁和防止曝气系统的扩散膜污染的方法可以包括:将液体酸性溶液输送到位于包含水体的曝气系统的储存器中的降液管或净化管线,使得液体酸性溶液流入 歧管和空气分配管道; 使液体酸性溶液蒸发; 并将蒸发的酸性溶液吹送到由空气分配管支撑的多个扩散器中。 还可以包括可以实现该方法的曝气系统。

    GAS DISTIBUTION ASSEMBLY
    5.
    发明申请
    GAS DISTIBUTION ASSEMBLY 有权
    气体排放装置

    公开(公告)号:US20140116561A1

    公开(公告)日:2014-05-01

    申请号:US13665262

    申请日:2012-10-31

    Inventor: Joseph G. KRALL

    Abstract: A gas distribution assembly comprises an outer pipe (2) and an inner pipe (3), defining a gas supply chamber (4) therebetween. Furthermore, the gas distribution assembly comprises means (14) for supplying compressed gas to said gas supply chamber (4), a first end connection (16) connecting first ends of the outer pipe and of the inner pipe, and leaving an orifice (17) of the first end (10) of the inner pipe open outwards, a second end connection (18) connecting second ends of the outer pipe and of the inner pipe, and leaving an orifice (19) of the second end (11) of the inner pipe open outwards, wherein the inner pipe comprises a first pipe member (12) including said first end of the inner pipe and a second pipe member (13) including said second end of the inner pipe, which pipe members are in telescopic engagement with each other.

    Abstract translation: 气体分配组件包括外管(2)和内管(3),其在其间限定气体供应室(4)。 此外,气体分配组件包括用于向所述气体供应室(4)供应压缩气体的装置(14),连接外管和内管的第一端并留下孔口(17)的第一端连接件(16) ),所述内管的第一端(10)向外敞开,第二端连接(18)连接所述外管和所述内管的第二端,并且将所述第二端(11)的孔(19) 所述内管向外开口,其中所述内管包括包括所述内管的所述第一端的第一管构件(12)和包括所述内管的所述第二端的第二管构件(13),所述管构件处于伸缩接合 与彼此。

    System and Method for Supplying Return Activated Sludge

    公开(公告)号:US20220340463A1

    公开(公告)日:2022-10-27

    申请号:US17761973

    申请日:2020-09-18

    Abstract: A method of processing waste water to produce a filtrate is provided. The method includes the steps of: introducing untreated wastewater to an inlet zone of a bioreactor; introducing a concentrate of treated waste water with at least 10,000 mg/L of total suspended solids into the inlet zone of the bioreactor to form a biological active mixture; aerating the biological active mixture in an aeration zone of the bioreactor to produce treated waste water; filtering the treated waste water to produce a filtrate and the concentrate, wherein the filtrate created by the filtering has total suspended solids of less than 10 mg/L; transferring at least a portion of the concentrate to the inlet zone of the bioreactor; and transferring the filtrate external to the bioreactor as clean water.

    System and Method for Removing Contaminants From Wastewater Streams

    公开(公告)号:US20240391808A1

    公开(公告)日:2024-11-28

    申请号:US18695883

    申请日:2022-09-27

    Abstract: A wastewater treatment method provides a bioreactor including: an inlet zone, a filtration zone, and a reaction zone including: a biofilm supporting media including a biofilm of bacteria thereon. The supporting media is sufficient to enable the bacteria thereon to consume contaminants from the wastewater to produce water with a total suspended solids of less than 5 g/L and water including suspended bacteria. Wastewater is introduced to the inlet zone of the bioreactor. Anoxic and/or aerobic conditions are provided in the reaction zone to cause the consumption of the contaminants by the bacteria on the supporting media and the suspended bacteria contained in the water to produce filterable water. This water is filtered at the filtration zone to produce a filtrate and a sludge, the filtrate having a total suspended solids of less than 10 mg/L with a flowrate of at least 2,000 L/h/m2 of filter area.

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