首页> 外文期刊>Desalination: The International Journal on the Science and Technology of Desalting and Water Purification >Decolorization and COD reduction of disperse and reactive dyes wastewater using chemical-coagulation followed by sequential batch reactor (SBR) process
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Decolorization and COD reduction of disperse and reactive dyes wastewater using chemical-coagulation followed by sequential batch reactor (SBR) process

机译:分散和活性染料废水的脱色和化学需氧量降低,先采用化学混凝法,然后采用顺序间歇式反应器(SBR)工艺

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This paper summarizes the results of disperse and reactive dyes wastewater treatment processes aiming at the destruction of the wastewater's color and chemical oxygen demand (COD) reduction by means of coagulation/flocculation (CF) followed by sequential batch reactor (SBR) process. The color removal efficiency of magnesium chloride aided with lime [MgCl2/CaO] was compared with that of alum [Al2 (SO4)3] and lime [Cao]. The experimental results showed that treatment with lime alone (600 mg/l) at pH value of 11.7 proved to be very effective. Color removal reached 100% and COD was reduced by 50%. Treatment with magnesium chloride aided with lime at pH value of 11 removed color completely and reduced the COD value by 40%. However, lime or lime in combination with magnesium chloride produced high amounts of sludge (1.84 kg/m~3 for lime & 1.71 kg/m~3 for MgCl2 aided with lime). Also, the pH of the treated effluent was around 11 and needs correction prior to discharge into sewer network. The use of 200 mg/l alum without pH adjustment removed 78.9% of the color. To improve the effectiveness of alum, the cationic polymer namely cytec was used as a coagulant aid. This significantly increased color removal from 78.9 up to 94% and COD reduction was around 44%. Moreover, sludge production was only 0.36 kg/m~3. Chemically pre-treated effluent was subjected to SBR process at an HRT of 5.0 h. Residual COD_(total), total biochemical oxygen demand (BOD_(5 ,total)) and total suspended solids (TSS) in the final effluent were 78± 7.7; 28±4.2 and 17±4.2 mg/l, corresponding to the removal efficiency of 68.2; 76.3 and 61.4% respectively. Furthermore, almost complete removal of COD_(particulate)and BOD_(5 particulate) has been achieved.
机译:本文总结了分散和活性染料废水处理过程的结果,该过程旨在通过混凝/絮凝(CF)和顺序分批反应器(SBR)过程破坏废水的颜色和减少化学需氧量(COD)。比较了石灰[MgCl2 / CaO]辅助的氯化镁与明矾[Al2(SO4)3]和石灰[Cao]的除色效率。实验结果表明,仅用pH值为11.7的石灰(600 mg / l)处理是非常有效的。脱色率达到100%,COD降低了50%。 pH值为11的石灰辅助氯化镁处理完全去除了颜色,并使COD值降低了40%。但是,石灰或石灰与氯化镁的结合会产生大量的污泥(石灰为1.84 kg / m〜3,石灰辅助的MgCl2为1.71 kg / m〜3)。而且,处理后的废水的pH值约为11,需要校正后才能排入下水道网络。使用200 mg / l的明矾而不调节pH值可去除78.9%的颜色。为了提高明矾的有效性,阳离子聚合物即cytec被用作助凝剂。显着提高了颜色去除率,从78.9增加到94%,COD减少量约为44%。而且,污泥产量仅为0.36 kg / m〜3。经过化学预处理的废水在HRT为5.0 h的条件下进行SBR处理。最终废水中的残留COD_(总计),总生化需氧量(BOD_(5,总计))和总悬浮固体(TSS)为78±7.7; 28±4.2和17±4.2 mg / l,对应的去除效率为68.2;分别为76.3%和61.4%。此外,已经实现了COD_(颗粒)和BOD_(5颗粒)的几乎完全去除。

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