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Direct filtration with preozonation for small water treatment systems

机译:预臭氧化直接过滤,适用于小型水处理系统

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The possibility of applying preozonation followed by direct filtration without the use of a coagulant is investigated. Filtration experiments have been carried out using four different water sources within Istanbul. A 1 m deep bed of 0.8-1.2 mm silica sand was used as the filter medium. The filter was operated at a rate of 11.5 m/hr. Raw water turbidities ranged from 2.3 NTU to 10.0 NTU. Effluent turbidity and particle count values were monitored using an on-line turbidimeter and an on-line particle counter. With all the waters studied in this work, preozonation improved particle removal in direct filtration. With three of the mentioned waters, it was possible to achieve turbidity values below 1.0 NTU without a coagulant by applying ozone at a rate between 1.7-1.8 mg/L. It was not possible to reduce the turbidity of one of the waters to below 2.7 NTU even with very high ozone dosages. The need for pilot testing before deciding if this treatment method is applicable to a given water is underlined. [References: 8]
机译:研究了在不使用凝结剂的情况下进行预臭氧化后直接过滤的可能性。在伊斯坦布尔使用四种不同的水源进行了过滤实验。使用1 m深的0.8-1.2 mm硅砂床作为过滤介质。过滤器以11.5 m / hr的速度运行。原水浊度范围从2.3 NTU到10.0 NTU。使用在线浊度计和在线颗粒计数器监测废水的浊度和颗粒计数值。在这项工作中研究的所有水域中,预臭氧化可改善直接过滤中的颗粒去除率。对于上述三种水,通过以1.7-1.8 mg / L的比例施加臭氧,可以在没有凝结剂的情况下实现低于1.0 NTU的浊度值。即使使用非常高的臭氧剂量,也无法将其中一种水的浊度降低到2.7 NTU以下。强调了在决定这种处理方法是否适用于给定水之前进行中试的必要性。 [参考:8]

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