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    • 2. 发明公开
    • AERATION DEVICE
    • 动作设备
    • EP3023393A1
    • 2016-05-25
    • EP14827068.9
    • 2014-07-15
    • Jang, Sun Won
    • JEONG, Jin il
    • C02F7/00
    • C02F3/1278B01F3/04539B01F3/04588B01F7/00733B01F2003/04631B01F2003/04645B01F2003/04716B01F2003/04723B05B1/28C02F7/00C02F2201/002F01D5/16Y02W10/15
    • The present invention relates an aeration device including: a hollow casing having a motor mounted therein; a mixing unit formed on the front side of the casing and having a discharge hole formed in a radial direction and an intake hole formed on the front thereof; an impeller located inside the mixing unit and coupled to a driving shaft of the motor, the driving shaft being extended to the mixing unit, in such a manner as to be rotated unitarily with the driving shaft, to generate a flow in an outward radial direction upon the rotation; an air inflow unit having one side end portion located in front of the impeller and serving as an air inflow pipe for introducing air to the mixing unit; and an auxiliary intake unit located on the front side of the impeller in such a manner as to be rotated unitarily with the driving shaft of the motor and adapted to be inserted into the air inflow unit in such a manner as to allow s fluid in the air inflow unit to flow backward upon the rotation. Accordingly, the aeration device can improve the air intake force so as to suck the water filled in the inflow pipe introducing air at the beginning of starting, thus performing the aeration efficiently even in deep water.
    • 本发明涉及一种曝气装置,其包括:其中安装有马达的中空壳体; 混合单元,其形成在壳体的前侧上并具有形成在径向上的排出孔和形成在其前部上的进入孔; 位于混合单元内并与马达的驱动轴连接的叶轮,该驱动轴延伸到混合单元,从而与驱动轴一体地旋转以产生沿径向向外的流动 在旋转时; 空气流入单元,具有位于所述叶轮的前方的一侧端部并且用作用于将空气引入到所述混合单元的空气流入管; 以及辅助进气单元,其位于所述叶轮的前侧,以与所述电动机的驱动轴一体地旋转,并适于以这样的方式插入所述进气单元, 旋转时空气流入单元向后流动。 因此,曝气装置可以提高进气力,从而在开始启动时吸入填充在流入管道中的空气,从而即使在深水中也能有效地进行曝气。
    • 4. 发明公开
    • CONTROL OF WASTEWATER TREATMENT BASED ON REGULATORY PERIOD
    • 基于监管期的污水处理控制
    • EP3197836A1
    • 2017-08-02
    • EP15802006.5
    • 2015-11-19
    • Hach Lange GmbH
    • PLUMEYER, JensARTMANN, ChristianHÄCK, Michael
    • C02F3/00C02F3/12
    • C02F3/006C02F3/1278C02F2209/001C02F2209/006G06Q30/0202G06Q50/06Y02W10/15Y02W10/37
    • Techniques for controlled aeration (140) of wastewater (190) include determining a first aeration intensity for a first aeration interval and a different second aeration intensity for a second aeration interval (225) based on a current energy price (215), a predicted energy price (221), and a regulatory surveillance period (201) during which a regulated critical parameter is monitored for regulatory compliance. Wastewater is aerated at the first aeration intensity for the first aeration interval; and at the second aeration intensity for the second aeration interval. The first aeration interval is short compared to the regulatory surveillance period, the second aeration interval is short compared to the regulatory surveillance period and does not overlap the first aeration interval, and the first aeration intensity is less than the second aeration intensity.
    • 用于废水(190)的受控曝气(140)的技术包括基于当前能源价格(215)确定第一曝气间隔的第一曝气强度和第二曝气间隔(225)的不同第二曝气强度,预测能量 价格(221)和监管监督期(201),在此期间监管监管关键参数的监管合规性。 在第一曝气间隔中,以第一曝气强度对废水进行曝气; 并且以第二曝气间隔的第二曝气强度。 与监管监督期相比,第一曝气间隔短,第二曝气间隔比监管监视期短,并且不与第一曝气间隔重叠,并且第一曝气强度小于第二曝气强度。 确定曝气强度,使曝气的总成本最小化,其中包括能源成本和不遵守规定的潜在成本。
    • 7. 发明公开
    • METHOD FOR CONTROLLING AMOUNT OF AERATION IN ACTIVATED SLUDGE
    • 控制活性污泥中生物量的方法
    • EP3222590A1
    • 2017-09-27
    • EP16863199.2
    • 2016-08-29
    • Ogawa Environmental Research Institute, Inc.
    • OGAWA Takao
    • C02F3/12C02F3/34
    • C02F3/006C02F3/12C02F3/1278C02F3/34C02F2209/08C02F2209/22C02F2209/38Y02W10/15
    • [Object] To provide a method for appropriately controlling an aeration volume for activated sludge on which aeration treatment is conducted while DO of an activated sludge mixed liquor in an aeration tank is being adjusted to substantially 0 mg/l (ultralow DO treatment).
      [Solution]
      (1-0) An aeration volume correlation (G = F(Gr)) between an aeration tank and a measuring device is acquired in advance.
      (1-1) A sample of activated sludge mixed liquor taken during ultralow DO treatment operation is temporarily intensely aerated in the measuring device and then aeration is stopped.
      (1-2) Based on temporal changes in the measuring device DO value, an oxygen consumption rate Rr and an equilibrium DO value C1 are calculated.
      (1-3) An appropriate aeration volume G2* of the testing device is acquired by using an Ea-G relationship formula and the like obtained in advance.
      (1-4) An appropriate aeration volume Gr2* of the aeration tank is obtained by using the relationship G = F(Gr) obtained in (1-0).
    • 本发明的目的在于,提供一种适当地控制进行曝气处理的活性污泥的曝气量的方法,同时将曝气槽内的活性污泥混合液的DO调整为大致0mg / l(超低DO处理)。 [解决方案](1-0)预先取得曝气槽与测定装置之间的曝气量相关(G = F(Gr))。 (1-1)在超低DO处理操作期间采集的活性污泥混合液的样品在测量装置中暂时强烈曝气,然后停止曝气。 (1-2)基于测量装置DO值的时间变化,计算耗氧率Rr和平衡DO值C1。 (1-3)通过使用预先获得的Ea-G关系式等来获取测试装置的适当曝气量G2 *。 (1-4)通过使用在(1-0)中获得的关系G = F(Gr)获得曝气池的适当曝气量Gr2 *。
    • 10. 发明公开
    • Kläranlage mit einer Trennwand
    • 克伦兰德
    • EP2767515A1
    • 2014-08-20
    • EP13000736.2
    • 2013-02-13
    • KLARO GmbH
    • Graf, Otto P.
    • C02F3/12B01D21/00C02F3/22
    • B01D21/0003B01D21/003C02F3/1247C02F3/1278C02F3/223Y02A20/216Y02W10/15
    • Ein erster Aspekt der Erfindung betrifft eine Kläranlage (1) mit einer Trennwand (4), wobei die Kläranlage (1) ein Vorklärbecken (2) und ein Reaktorbecken (3) aufweist, und wobei die Trennwand (4) das Vorklärbecken (2) von dem Reaktorbecken (3) abteilt. Das Vorklärbecken (2) steht mit dem Reaktorbecken (3) strömungstechnisch in Wirkverbindung. Die Trennwand (4) weist in einem Belebtschlamm- und Feststoffbereich (5) der Kläranlage (1) mindestens eine Öffnung (6) auf, welche die strömungstechnische Wirkverbindung zwischen dem in ein Gehäuse (7) der Kläranlage (1) integrierten Vorklärbecken (2) und dem Reaktorbecken (3) bildet.
    • 污水处理厂(1)包括:初级澄清池(2); 反应池(3); 以及分隔所述反应池的主澄清池的分隔壁(4)。 初级澄清器在流动操作连接方面设置有反应器盆,使得分隔壁具有用于活性污泥和废水的固体区域的至少一个开口,其形成在壳体中的一体化初级澄清池之间的流体连通 7)污水处理厂和反应池。 还包括用于废水处理设备的隔墙的独立权利要求,用于分离反应堆箱的主沉淀池,包括布置在处理设备的上部区域中并且具有下边缘的高壁段,其延伸 进入反应器池的一部分,其中壁段的高度适于分离反应器罐内的沉降废水操作阶段的流。 分隔壁另外包括第一侧壁段和第二侧壁段,其延伸到净化设备的底部,其中侧壁段之间的壁段的高度被布置成使得分隔壁形成一体的主要 处理厂的澄清池。