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Assessment of using hollow fibre microfiltration in treating lake water

机译:使用中空纤维微滤在处理湖水中的评估

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The main objective of this study was to determine the reliability of using microfiltration system which is composed of a coagulant such as ferric chloride (pretreatment substance) and hollow fibre membrane as filtering medium for improving water quality. In this study, raw water samples were collected from a lake located at the Faculty of Engineering, Universiti Putra Malaysia. The experiments were carried out in three stages: the first stage used distilled water, the second stage used lake water stored in a tank and the third stage used lake water stored in the tank and mixed with ferric chloride as coagulant. A storage tank and a separation tank were used; the storage tank is used to store water pumped from the lake (used in the second stage) while in the third stage, the stored water in tank was used for pretreatment or coagulation with optimum dosage of ferric chloride (determined from jar test). The experimental results show that the flux obtained from second and third stages was low. For lake water stage, the best flux was found to be 4.97l/m(2)/h. The distilled water stage shows that shaft rotational speed of peristaltic pump was one of the factors affecting the flux. Therefore, a pump shaft rotational speed of 7rpm was chosen based on flux and suction pressure. The experimental results show the ability of microfiltration using hollow fibre membrane together with ferric chloride as coagulant to produce treated water with 97% turbidity removal and 85% removal of total suspended solids (TSS). For treated raw water, it is found that the removals of TSS were ranged from 71.7 to 91.6% when alum was used as a coagulant while the TSS removals were ranged from 74.4 to 89.20% when ferric chloride was used as a coagulant. In this study, it is found that the optimum dosages of ferric chloride and alum were 4 and 20mg/l, respectively. Although the percentage removal of TSS is slightly higher when alum is used as a coagulant compared with using ferric chloride, it is recommended to use ferric chloride as a coagulant due to its economical and health advantages. Furthermore, ferric chloride can be used in wide range of pH values while alum can only be effective when pH value around 7.
机译:本研究的主要目的是确定使用微滤系统的可靠性,所述微滤系统由诸如氯化铁(预处理物质)和中空纤维膜的凝结剂组成,作为过滤介质,用于提高水质。在这项研究中,从位于工程学院的湖泊,普威尔拉马来西亚大学的湖中收集原水样。实验三个阶段进行:第一阶段使用蒸馏水,第二阶段使用的湖水储存在罐中,第三阶段使用储存在罐中并与氯化铁混合作为凝结剂。使用储罐和分离罐;储罐用于将水泵储存从湖(第二阶段)泵送的水,同时在第三阶段,储罐中的储存水用于预处理或凝结,具有氯化铁的最佳剂量(由罐试验确定)。实验结果表明,从第二阶段和第三阶段获得的通量很低。对于水阶段,发现最好的助焊剂是4.97L / m(2)/ h。蒸馏水阶段表明,蠕动泵的轴转速是影响通量的因素之一。因此,基于焊剂和吸入压力选择7rpm的泵轴转速。实验结果表明,使用中空纤维膜一起使用中空纤维膜的能力与氯化铁作为凝结剂,以产生处理过的水,去除97%的浊度和85%的总悬浮固体(TSS)。对于治疗的原水,发现当Alum用作凝结剂时,TSS的去除范围为71.7%至91.6%,而当氯化铁作为凝结剂时,TSS除去的74.4至89.20%。在该研究中,发现氯化铁和胺的最佳剂量分别为4和20mg / L.尽管与使用氯化铁相比,当Alum用作凝结剂时,TSS的除去百分比略高,但由于其经济和健康优势,建议使用氯化铁作为凝结剂。此外,氯化铁可以在宽范围的pH值中使用,而明矾只能在pH值约为7时有效。

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