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    • 7. 发明申请
    • SETTLEMENT TANK
    • 沉淀池
    • WO2014181124A1
    • 2014-11-13
    • PCT/GB2014/051428
    • 2014-05-09
    • A&J WATER TREATMENT LIMITED
    • MIDDLETON, David
    • B01D21/06B01D21/20
    • B01D21/06B01D21/0006B01D21/20B01D21/2444B01D21/34Y02P70/34
    • A settlement tank for use in a water treatment process. The settlement tank comprises a perimeter wall and a base to define a fluid holding region for holding fluid in the settlement tank. The settlement tank may comprise a scraper assembly comprising a scraper for scraping sludge from the base. A support connected to a central region of the base may comprise a mount rotatably mounting one end of the scraper to the support and positioned below an operational fluid level so as to be fully submerged during operation of the settlement tank. A drive mechanism for rotating the scraper assembly about the centre of the fluid holding region may be positioned outside the perimeter wall. An energy recovery device may be arranged to harness energy from fluid flow through an outlet formed in the perimeter wall. A launder trough via which fluid from the fluid holding region can exit the settlement tank may be constructed and arranged to define a walk way along which a person can walk. The launder trough may comprise a barrier wall with a plurality of holes below the operational fluid and scum level and through which fluid can flow to the launder trough.
    • 用于水处理工艺的沉淀池。 沉降槽包括周边壁和底座,以限定用于在沉降槽中保持流体的流体保持区域。 沉降槽可以包括刮刀组件,其包括用于从底部刮下污泥的刮刀。 连接到基座的中心区域的支撑件可以包括安装件,其将刮刀的一端可旋转地安装到支撑件并且定位在工作液面以下,以便在沉降槽的操作期间被完全浸没。 用于围绕流体保持区域的中心旋转刮刀组件的驱动机构可以定位在周边壁的外部。 可以设置能量回收装置,以利用流体流动通过形成在周边壁上的出口的能量。 可以构造和布置流体从流体保持区域离开沉降槽的流槽,以限定人行走的行进方式。 洗涤槽可以包括在操作流体和浮渣水平面下方具有多个孔的阻挡壁,并且流体可以通过该孔流到流槽。
    • 9. 发明申请
    • SOLIDS RETENTION TIME UNCOUPLING BY SELECTIVE WASTING OF SLUDGE
    • 固体保留时间通过选择性污泥的消除而消除
    • WO2011103286A3
    • 2011-12-22
    • PCT/US2011025242
    • 2011-02-17
    • UNIV SOUTH FLORIDASTROOT PETER G
    • STROOT PETER G
    • C02F3/34B01D21/06C02F11/12
    • C02F3/307B01D21/06B01D21/245B01D21/302B01D21/305B01D21/34C02F3/006C02F3/12C02F3/302C02F2209/36Y02W10/15
    • Fluorescence in situ hybridizations were used to identify and determine the abundance of nitrifying bacteria and Anammox bacteria (recycling bacteria) in freshly settled sludge of biological nutrient removal (BNR) secondary clarifiers. An uneven distribution was observed for recycling bacteria in two BNR systems. Settling patterns suggest microcolony formation processes are sensitive to the internal recycle rate, which allow for rapid recycling bacteria microcolony growth by increasing circulation of flocs through the aeration and anoxic basins. Sludge containing high levels of recycling bacteria are selectively collected and separated from the remaining sludge, uncoupling the solids retention time (SRT) of the recycling bacteria from the wasting bacteria. Elevated recycling bacteria SRTs increase concentrations of nitrifying bacteria in the aeration basin and Anammox bacteria in the anoxic basin, improving nitrification and anaerobic ammonium oxidation. Uncoupling the SRT enhances aeration and/or anoxic basin utilization and reduces the overall hydraulic residence time.
    • 荧光原位杂交用于鉴定和确定生物营养物去除(BNR)二次澄清池新鲜沉淀的污泥中硝化细菌和厌氧菌(循环细菌)的丰度。 观察到在两个BNR系统中回收细菌的不均匀分布。 沉降模式表明微生物形成过程对内部循环利用率敏感,这允许通过增加通气和缺氧盆地的絮凝物的循环来快速回收细菌微菌落生长。 选择性收集含有高水平回收细菌的污泥,并从剩余的污泥中分离出来,从循环细菌中分离回收细菌的固体滞留时间(SRT)。 升高的循环细菌SRTs增加了无氧盆地曝气池和厌氧细菌中硝化细菌的浓度,改善了硝化和厌氧氨氧化。 解耦SRT增强了曝气和/或缺氧池的利用率,并降低了整体的液压停留时间。
    • 10. 发明申请
    • METHOD AND APPARATUS FOR SEWAGE GRIT REMOVAL
    • 方法和装置去除土壤除草
    • WO2010063107A1
    • 2010-06-10
    • PCT/CA2009/001746
    • 2009-11-27
    • OTV SA - FRANCEBELIVEAU, MarcBRUNEAU, MichelCOUTURE, MartinESSEMIANI, Karim
    • BELIVEAU, MarcBRUNEAU, MichelCOUTURE, MartinESSEMIANI, Karim
    • C02F1/38B01D21/06
    • B01D21/0087B01D21/003B01D21/0039B01D21/02B01D21/24B01D21/2405B01D21/2411B01D21/2427B01D21/245B01D21/26C02F1/38
    • Apparatus for separating grit from liquid sewage while retaining organic solids in suspension. The apparatus includes a grit settling chamber, a grit storage chamber positioned below the settling chamber, and a rotating vertical shaft positioned centrally in the settling chamber. A propeller is rotatably mounted around the shaft. A conical partition extends transversely through an intermediate section of the settling chamber. Liquid sewage engages the lower part of settling chamber beneath the conical partition, and liquid separated from grit escapes from the upper part of settling-chamber above conical partition. The partition has a peripheral edge integrally mounted in fluid tight fashion to the peripheral wall of the settling chamber, and defines a central annular opening between the shaft and the partition to provide for upward flow of liquid from the lower subchamber to the upper subchamber. The propeller enables sustained rotational liquid sewage first fluid flow within the lower subchamber, inducing upward liquid second fluid flow from the lower subchamber through the partition annular opening and into the upper subchamber, and enables sustained rotational liquid third fluid flow within the upper subchamber for tangential or radial escape therefrom, wherein a fluid flow speed gradient is established between the third fluid flow and the first fluid flow.
    • 用于在将有机固体悬浮在一起的同时分离砂浆与液体污物的装置。 该设备包括砂粒沉降室,位于沉降室下方的砂粒储存室和位于沉降室中心的旋转垂直轴。 螺旋桨围绕轴可旋转地安装。 锥形分隔件横向延伸穿过沉降室的中间部分。 液体污水与锥形分隔壁下方的沉降室下部接合,液体与砂粒分离,从锥形分隔壁上方的沉降室上部排出。 分隔件具有以流体密封的方式与沉降室的周壁一体地安装的外围边缘,并且在轴和隔板之间限定了一个中心环形开口,以提供液体从下部子室向上流动的上部副室。 螺旋桨使持续的旋转液体污染物在下部子室内的第一流体流动,引起来自下部子室的向上的液体第二流体流动通过隔板环形开口并进入上部子室,并且使上部子室内的持续旋转的液体第三流体流动切向 或径向逃逸,其中在第三流体流和第一流体流之间建立流体流速梯度。