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One stage high density sludge purification of acidic waste water from mining operations to remove uranium, iron, sulfate ions and other impurities

机译:采矿作业中酸性废水的一级高密度污泥净化,以去除铀,铁,硫酸根离子和其他杂质

摘要

A process and apparatus are claimed for one-stage high density sludge purification of waste water from mining operations having pH 2-4 and containing metal ions such as Fe as well as up to 50g/l uranium or its products and up to 5g/l sulphate. Purification by a one-stage high density sludge (HDS) method of water of pH 2-4 from mining operations and containing metal ions such as Fe as well as up to 50g/l uranium or its products and up to 5g/l sulphate comprises (i) adding a precipitating agent (6) and/or BaCl2 by spraying the water from a chamber (2) via nozzle(s) (3), operating together with an atomizer on the water-jet pump principle, into the first chamber (10) of a multichamber vessel (9); (ii) simultaneously feeding into chamber (10) the recycled washed ore sludge (5) which has been previously mixed in a conditioning tank (8) with the precipitating agent (6), the sludge stream and the contaminated water (aereated during its free fall) being held in chamber (10) for 10-30 minutes for Fe and Mn oxidation before overflowing in tube (13); (iii) feeding each chamber (10) with precipitating agent and aereated contaminated water and raising the pH stagewise in increments of 1.0-2.5 to 7.0-8.5 so that addition of BaCl2 to the vessel (9) causes co-precipitation of radium; (iv) effecting solid/liquid separation by adding flocculant in a stable suspension bed of metal hydroxide-gypsum in a high capacity concentrator (14); (v) recycling for more than 10 times most of the drawn-off sludge (16) (controlled by the sludge level (18)) to the process and renewing pH alteration by addition of precipitating agent (6) and mixing with contaminated water; and (d) directly disposing of the remaining easily dewatered inorganic sludge residue. There is also an Independent claim for apparatus for purifying acidic, Fe- and sulfate-containing waste water from mining operations by use of earthen or concrete vessels and a clarifier or round concentrator, the apparatus comprising a distributing chamber (4) above a partitioned multichamber vessel; a distributor (2) with one or more nozzles (3) with different lengths and of inlet : outlet diameter ratio 1.5-2.5 : 1; an atomizer on each nozzle with air inlet openings and/or internal atomizing lattice; a bank of -2 aereating chambers (10) fed by the water-jet principle and of sufficient volume to allow the required dwell time; overflows (11) between the chambers; a narrow inlet tube (12) into a tube (13) which has a constriction just before its outlet end; and a concentrator (14) with cross-sectional area ratios inlet tube (12) (A0) : tube (13) (A1) : constriction (A2) : tube (13) outlet (A3) : concentrator (14) (A4) = 0.05-0.2 : 1 : 0.3-0.7 : 0.5-0.9 : 5-9, the upper slud ge level varying between 1.5m above the outlet of tube (13) and 0.5m below the clear water overflow (17) and the value of cross-sectional area (A4) of the concentrator being adjusted to the required through-flow for the plant.
机译:要求保护一种工艺和设备,用于从具有pH 2-4的采矿作业中进行一步式高密度污泥净化,该采矿作业的pH值为2-4,并且含有金属离子(例如Fe)以及高达50g / l的铀或其产物和高达5g / l硫酸盐。通过一级高密度污泥(HDS)方法从采矿作业中纯化pH 2-4的水,其中包含金属离子(例如Fe)以及高达50g / l的铀或其产品和高达5g / l的硫酸盐,包括(i)通过与水喷射泵原理上的雾化器一起通过喷嘴(3)从腔室(2)经由喷嘴(3)喷射水来添加沉淀剂(6)和/或BaCl2到第一腔室中(10)多室船(9); (ii)同时将回收的洗过的矿石污泥(5)送入腔室(10)中,该污泥已预先在调节槽(8)中与沉淀剂(6),污泥流和污水(在其游离过程中被去除)在管(13)中溢出之前,将其保持在室(10)中10-30分钟以进行Fe和Mn的氧化; (iii)向每个腔室(10)中加入沉淀剂和曝气的污染水,并以1.0-2.5至7.0-8.5的增量逐步升高pH,使得向容器(9)中加入BaCl 2会导致镭的共沉淀; (iv)通过在高容量浓缩器(14)中在金属氢氧化物-石膏的稳定悬浮床上添加絮凝剂来实现固/液分离; (v)将大部分排出的污泥(16)(受污泥液位(18)控制)循环使用10倍以上,并通过添加沉淀剂(6)并与受污染的水混合来重新改变pH值; (d)直接处理剩余的易于脱水的无机污泥残渣。对于从采矿作业中通过使用土制或混凝土容器以及澄清器或圆形浓缩器来净化酸性,含铁和硫酸盐的废水的设备,还有独立的权利要求,该设备包括在分隔的多室上方的分配室(4)。船只;分配器(2),其具有一个或多个不同长度的喷嘴(3),并且入口与出口的直径比为1.5-2.5:1;每个喷嘴上的雾化器带有进气口和/或内部雾化格栅;一排由水喷射原理供气的 -2曝气室(10),其容积足以允许所需的停留时间;腔室之间溢出(11);将狭窄的入口管(12)插入到管(13)中,该管在其出口端之前紧缩;以及具有截面积比的浓缩器(14)入口管(12)(A0):管(13)(A1):缩颈(A2):管(13)出口(A3):浓缩器(14)(A4) = 0.05-0.2:1:0.3-0.7:0.5-0.9:5-9,上部污泥水位在管(13)出口上方1.5m和清水溢流(17)以下0.5m之间变化,其值将浓缩器的横截面面积(A4)调整为工厂所需的通流量。

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