蓄电池生产废水处理药剂的最佳组合选择

G. Kachalova
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引用次数: 0

摘要

利用人工制造的废水,对JSC“秋明电池厂”重复废水的组成和性质进行了研究。目的是比较评价不同类型的絮凝剂与某种絮凝剂在废水处理过程中的作用效果,进行混凝前后的吸附后处理过程,并随后测定铅的残留量。使用的Flopam牌flokulyanta: Flopam 4125 SH, 4440 SH, Praestol牌flokulyanta: Praestol 2531 TR, 650 TR, флокулянт Na 2o液体玻璃·msio2·nh2o .使用的混凝剂:FeSO 4.7 h2o, FeCl 3.6 h2o, Al 2 (so4) 3.18 h2o, FeCl 3与Al 2 (so4) 3(1:1),(2:1)混凝剂акватикс。在工作中,制备了JSC“秋明电池厂”的模型废水,并选择了最有效的混凝-絮凝剂组合,用于提取废水中的悬浮物、胶体颗粒和铅离子。确定了所有试剂的最佳剂量。采用КФГМ-7吸附剂动态吸附法对含铅废水进行附加处理。以feso_4为混凝剂,加入Flopam 4125 (2mg/L),最佳投加量为150 mg/L,混凝效果最佳。水浊度为4-5 EmF。动态吸附时,以混凝剂feso4为絮凝剂的na2o·msio2·nh2o(液态玻璃)的铅离子浓度为0.01mg/l,明显低于进入排放的废水中铅的最大允许浓度。研究结果可在加工工艺中应用
本文章由计算机程序翻译,如有差异,请以英文原文为准。
SELECTION OF OPTIMAL COMBINATION OF REAGENTS FOR TREATMENT OF WASTE WATER OF ACCUMULATOR PRODUCTION
university, Tyumen, e-mail: galinakachalova@mail.ru Studies were carried out using artificially created waste water, on the composition and properties of JSC «Tyu- men Battery Plant» repeating waste water. The aim is a comparative evaluation of effectiveness of action of different types of flocculants in combination with a certain coagulant on the process of waste water treatment, carrying out the process of sorption post-treatment before and after coagulation with subsequent determination of residual con-tent of lead. The used Flopam brand flokulyanta: Flopam 4125 SH, 4440 SH, Praestol brand flokulyanta: Praestol 2531 TR, 650 TR, флокулянт Na 2 O liquid glass · mSiO 2 · nH 2 O. The used coagulants: FeSO 4 ·7H 2 O, FeCl 3 ·6H 2 O, Al 2 (SO 4 ) 3 ·18H 2 O, mix of FeCl 3 and Al 2 (SO 4 ) 3 (1:1), (2:1) coagulants, акватикс. During the work, model waste water of JSC «Tyumen Battery Plant» was prepared and the most effective combinations of coagulant-flocculant were selected for extraction of suspended, colloidal particles and lead ions from waste water. Optimal doses are determined for all reagents. method of dynamic sorption on КФГМ-7 sorbent is used for additional treatment of waste water from lead ions. The greatest effect was obtained by coagulation using FeSO _ 4 as a coagulant at an optimal dose of 150 mg/L by adding Flopam 4125 (2mg/L). Water turbidity was 4-5 EmF. In dynamic sorption, the concentration of lead ions when Na 2 O · mSiO 2 · nH 2 O (liquid glass) with coagulant FeSO 4 was used as a floc- culant was 0.01mg/l, which is significantly less than the maximum permissible concentrations of lead in the waste water entering the discharge. The results of the study can be used in the technology of processing used
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