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Modelling of sediment precipitation containing struvite from aqueous solutions on the inner walls of steel pipelines

机译:沉积物沉淀沉淀沉淀沉积沉淀,含水溶液在钢水管内壁上的水溶液

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The complexity and uncontrolled formation of struvite (MgNH4PO4 center dot 6H(2)O) and its deposition in the technological equipment of wastewater treatment plants (WWTPs) are still the subject of research aimed at understanding the causes and proposing a remedial action. In order to reduce the intensity of the precipitation of struvite in wastewater treatment plants, it is recommended. among others. to limit flow velocity to below 1.5 m.s(-1). Literature analysis showed that there are no studies on the precipitation of struvite deposits in pipelines. Most studies focus on the deliberate precipitation of struvite, for example phosphorus recovery, resulting in a molar ratio of 1:1:1 (NH4+:PO43-:Mg2+). In fact. in WWTPs, such concentrations do not occur, but there have been cases of the precipitation of this mineral (and its mixtures) in the sludge parts. In this paper, the study aimed at determining conditions for the precipitation of deposits with a significant participation of struvite on the inner walls of steel pipes. The study was conducted at a non-stoichiometric concentration of ingredients at different pH values. as well as under dynamic conditions with flow velocity below 1.5 m.s(-1) A mathematical formula (ANOVA) that can be used to determine the mass of deposits in relation to the concentration of ammonium_ phosphate, pH and flow velocity was developed. Computational models were developed on to investigate struvite precipitation under different pH levels (8.0-9.5) and ionic concentrations. The studies were carried out on solutions containing ammonium (NH 4 ). phosphate (PO43-). and magnesium (Mg2+). at a flow velocities of 0.4, 0.9 and 1.4 m.s(-1). In order to determine the mathematical formula thanks to which the mass of precipitates can be determined. a special pilot study installation was constructed. The XPS surface analysis of sludge from sewage treatment plants showed a similar composition of compounds with sediments obtained in own research. The presence of struvite was suggested, but the share of atomic percentage of bonds to which struvite was classified is small and amounts to less than 4%. This means that sediments precipitated in the technological installations are a mixture of various compounds of which pure struvite may constitute only a small part.
机译:Struvite的复杂性和不受控制的形成(MgNH4PO4中心点6H(2)O)及其在废水处理厂技术设备(WWTPS)中的沉积仍然是旨在理解原因和提出补救行动的研究主题。为了降低废水处理厂中Struvite沉淀的强度,建议使用。其中。将流速限制在1.5米以下(-1)以下。文献分析表明,管道中斯特鲁维矿床沉淀没有研究。大多数研究专注于刻意沉淀的沉淀,例如磷恢复,导致摩尔比为1:1:1(NH4 +:PO43-:Mg2 +)。实际上。在WWTPS中,不会发生这种浓度,但是已经存在这种矿物质(及其混合物)在污泥部件中沉淀。在本文中,该研究旨在确定沉积物沉淀的条件,在钢管内壁上具有显着参与。该研究以不同pH值的非化学计量浓度进行。以及在流速低于1.5米(-1)的动态条件下,显着可用于确定与磷酸铵浓度相关的沉积物质量的数学公式(Anova),是发育了pH和流速相关的。开发了计算模型,以研究不同pH水平(8.0-9.5)和离子浓度下的斯基矾沉淀。研究在含有铵(NH 4)的溶液上进行。磷酸盐(PO43-)。和镁(mg2 +)。在0.4,0.9和1.4mms(-1)的流速下。为了确定数学公式,既可以确定沉淀物的质量。构建了一个特殊的试验研究。污水处理厂污泥的XPS表面分析显示了与自身研究中获得的沉积物相似的化合物组成。提出了斯特鲁维特的存在,但斯特勒维矿石分类的原子百分比的份额小,含量小于4%。这意味着在技术装置中沉淀的沉积物是各种化合物的混合物,其中纯斯特勒布可以仅构成一小部分。

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