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    • 4. 发明授权
    • Infiltration/inflow control for membrane bioreactor
    • 膜生物反应器的渗透/流入控制
    • US08293098B2
    • 2012-10-23
    • US12447084
    • 2007-10-23
    • George W. SmithDennis J. Barnes
    • George W. SmithDennis J. Barnes
    • B01D21/24
    • C02F3/1268C02F3/121C02F3/30Y02W10/15
    • A wastewater treatment system comprising: a first treatment zone (11) fluidly connected to one or more further treatment zones (12-14), a membrane module (16) comprising a filter membrane is positioned in or fluidly connected to the further treatment zone; and a gravity settling device (15) fluidly connected to the first treatment zone (11) to receive overflow therefrom. A method of treating wastewater comprising flowing wastewater through one or more treatment zones (11-14) to produce a fluid product which is passed through a filter membrane (16) to produce a concentrated mixed liquor and a filtrate; returning at least a portion of the concentrated mixed liquor to at least one of the treatment zones (11); when the flow of wastewater water exceeds a predetermined level, flowing a portion of the returned mixed liquor to a gravity settling device (15) and clarifying the mixed liquor within the gravity settling device (15).
    • 一种废水处理系统,包括:流体连接到一个或多个另外的处理区(12-14)的第一处理区(11),包括过滤膜的膜组件(16)定位在所述另外的处理区中或者流体连接到所述另外的处理区; 以及与第一处理区(11)流体连接以从其接收溢流的重力沉降装置(15)。 一种处理废水的方法,包括使废水流过一个或多个处理区(11-14)以产生流过产物的过滤膜(16)以产生浓缩的混合液和滤液; 将至少一部分浓缩的混合液返回至至少一个处理区(11); 当废水流量超过预定水平时,将返回的混合液的一部分流到重力沉降装置(15)并澄清重力沉降装置(15)内的混合液体。
    • 7. 发明授权
    • Process to improve the efficiency of a membrane filter activated sludge system
    • 提高膜过滤器活性污泥系统效率的工艺
    • US07481933B2
    • 2009-01-27
    • US11279354
    • 2006-04-11
    • Dennis J. Barnes
    • Dennis J. Barnes
    • C02F3/30
    • C02F3/308C02F3/1268Y02W10/15Y10S210/903Y10S210/906
    • A process for treating BOD, nitrogen and phosphorus containing wastewater, wherein the process includes providing wastewater influent into an anaerobic zone having activated sludge and mixing the wastewater influent with the activated sludge in the anaerobic zone to form a mixed liquor. The process further includes providing the mixed liquor into an oxygen-deficit aeration zone and recycling denitrified mixed liquor from the oxygen-deficit aeration zone to the anaerobic zone for mixing therein with wastewater. In addition, the process includes transferring the mixed liquor from the oxygen-deficit aeration zone to an oxygen-surplus aeration zone and transferring a portion of the mixed liquor from the oxygen-surplus aeration zone to a membrane filter wherein a filtrate is separated from sludge. The process also includes recycling at least a portion of the sludge to the oxygen-deficit aeration zone as recycled activated sludge.
    • 一种处理含有BOD,含氮和磷的废水的方法,其中所述方法包括提供废水进入具有活性污泥的厌氧区,并将废水流入物与活性污泥混合在厌氧区中以形成混合液。 该方法还包括将混合液体提供到缺氧通气区,并将脱氮通气区的反硝化混合液循环到厌氧区,以将其与废水混合。 此外,该方法包括将混合液从缺氧通气区转移到含氧剩余通气区,并将一部分混合液从氧剩余通气区转移到膜过滤器,其中滤液与污泥分离 。 该方法还包括将至少一部分污泥循环至作为循环活性污泥的缺氧通气区。
    • 8. 发明申请
    • INFILTRATION/INFLOW CONTROL FOR MEMBRANE BIOREACTOR
    • 膜生物反应器的渗透/流入控制
    • US20100191377A1
    • 2010-07-29
    • US12447084
    • 2007-10-23
    • George W. SmithDennis J. Barnes
    • George W. SmithDennis J. Barnes
    • C02F9/14G05B19/00
    • C02F3/1268C02F3/121C02F3/30Y02W10/15
    • A wastewater treatment system comprising: a first treatment zone (11) fluidly connected to one or more further treatment zones (12-14), a membrane module (16) comprising a filter membrane is positioned in or fluidly connected to the further treatment zone; and a gravity settling device (15) fluidly connected to the first treatment zone (11) to receive overflow therefrom. A method of treating wastewater comprising flowing wastewater through one or more treatment zones (11-14) to produce a fluid product which is passed through a filter membrane (16) to produce a concentrated mixed liquor and a filtrate; returning at least a portion of the concentrated mixed liquor to at least one of the treatment zones (11); when the flow of wastewater water exceeds a predetermined level, flowing a portion of the returned mixed liquor to a gravity settling device (15) and clarifying the mixed liquor within the gravity settling device (15).
    • 一种废水处理系统,包括:流体连接到一个或多个另外的处理区(12-14)的第一处理区(11),包括过滤膜的膜组件(16)定位在所述另外的处理区中或者流体连接到所述另外的处理区; 以及与第一处理区(11)流体连接以从其接收溢流的重力沉降装置(15)。 一种处理废水的方法,包括使废水流过一个或多个处理区(11-14)以产生流过产物的过滤膜(16)以产生浓缩的混合液和滤液; 将至少一部分浓缩的混合液返回至至少一个处理区(11); 当废水流量超过预定水平时,将返回的混合液的一部分流到重力沉降装置(15)并澄清重力沉降装置(15)内的混合液体。
    • 9. 发明授权
    • Aerated anoxic membrane bioreactor
    • 充气缺氧膜生物反应器
    • US07713413B2
    • 2010-05-11
    • US11279334
    • 2006-04-11
    • Dennis J. Barnes
    • Dennis J. Barnes
    • C02F3/30
    • C02F3/1273C02F3/302Y02W10/15Y10S210/903Y10S210/906Y10S210/908
    • A process for treating biological oxygen demand (BOD), nitrogen and phosphorus containing wastewater, wherein the process includes providing wastewater influent to an oxygen-deficit aeration zone having activated sludge and mixing the wastewater influent with the activated sludge in the oxygen-deficit aeration zone to form a mixed liquor. The process further includes transferring the mixed liquor from the oxygen-deficit aeration zone to an oxygen-surplus aeration zone and transferring a portion of the mixed liquor from the oxygen-surplus aeration zone to a membrane filter wherein a filtrate is separated from sludge. In addition, the process includes recycling at least a portion of the sludge to the oxygen-deficit aeration zone as recycled activated sludge.
    • 一种用于处理生物需氧量(BOD),含氮和磷的废水的方法,其中所述方法包括向具有活性污泥的缺氧通气区提供废水,并将废水流入物与活性污泥混合在缺氧通气区 以形成混合液体。 该方法还包括将混合液从缺氧通气区转移到氧剩余通气区,并将一部分混合液从氧剩余通气区转移到膜过滤器,其中滤液与污泥分离。 此外,该方法包括将至少一部分污泥循环至作为循环活性污泥的缺氧通气区。