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Haisuishorihoho

机译:废水处理脸颊

摘要

1506649 Treatment of aqueous effluent with activated sludge BAYER AG 22 May 1975 [1 June 1974] 22195/75 Heading C1C [Also in Division F1] A process for treating aqueous effluent containing biodegradable material comprises suspending activated sludge in the effluent; breaking up the activated sludge into small flakes; introducing an oxygen-containing gas in fine distribution into the resulting finely divided suspension; and, after the oxygen has been at least partially consumed, recoagulating the finely divided suspension in a potential flow to form settlable flakes. (A potential flow is a flow about an axis of rotation which complies with the law rÎc = const.; where r= distance of a particle of liquid or solid from the axis of rotation, and c = velocity of the particle). In the flow diagram (Fig. 3) the oxygen-containing gas is injected at nozzles (103, 104, 105) into the activated sludge tank (120); the cyclone-style coagulator (113) is between the sludge tank and the settling tank (107). Partly purified effluent and finely divided activated sludge is recycled via pipes (112 and 102). High utilization of oxygen with minimal energy consumption.
机译:1506649用活性污泥处理含水废水BAYER AG 1975年5月22日[1974年6月1日]标题为C1C [也在F1分部中]处理含生物可降解物质的含水废水的方法包括将活性污泥悬浮在废水中。将活性污泥分解成小薄片;将精细分布的含氧气体引入所得的细分悬浮液中;在氧气被至少部分消耗掉之后,将细碎的悬浮液重新凝结成潜在的流动以形成可沉降的薄片。 (势流是围绕旋转轴的流动,符合定律rÎ= const;其中r =液体或固体粒子与旋转轴的距离,c =粒子的速度)。在流程图(图3)中,含氧气体在喷嘴(103、104、105)处被注入活性污泥池(120)中。旋风式凝结器(113)位于污泥池和沉降池(107)之间。部分纯化的废水和细分的活性污泥通过管道(112和102)进行回收。氧气利用率高,能耗最小。

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