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Treatment of synthetic textile wastewater by combined chemical coagulation/membrane processes

机译:化学混凝/膜工艺联合处理合成纺织废水

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摘要

Industrial textile generates large volumes of effluents which are heavily loaded with pollutants, turbidity and are highly concentrated in salts and color. A significant improvement in effluent quality is required before it is discharged into the environment. In the present work, performances of a combined process using chemical coagulation, ultrafiltration and nanofiltration were investigated in treating synthetic textile wastewater containing reactive dyes (Blue S-GLD 150 dyes) and different salt concentration. The efficiency of the combined process was evaluated in terms of effluent decolourization and turbidity removal. Experimental results showed that the optimal dose of coagulant using aluminium sulphate was 1 g/L obtained at pH = 7. The decrease of the effluent salinity improved the treated water quality by increasing the removal of color and turbidity. To explain the effect of the salinity on the optimal coagulant dose, the zeta potential was used as a control parameter. When ultrafiltration (UF) or nanofiltration (NF) were used in post treatment to coagulation-flocculation, the stabilized permeate flux was higher for UF. It remained constant until a volumetric reduction factor (VRF) reaching 4 for NF and 6 for UF at 25 L/h.m~2 and 122 L/h.m~2 respectively. The retention of color and salt were higher for NF than for UF. These results were similar for real and model effluent.
机译:工业纺织品产生大量废水,这些废水中的污染物,浊度很高,并且高度集中在盐和颜色中。在将废水排放到环境中之前,需要对其质量进行重大改进。在本工作中,研究了使用化学混凝,超滤和纳滤联合工艺处理含活性染料(Blue S-GLD 150染料)和不同盐浓度的合成纺织废水的性能。根据废水脱色和去除浊度评估了组合工艺的效率。实验结果表明,在pH = 7的条件下,使用硫酸铝的最佳凝结剂剂量为1 g / L。废水中盐分含量的降低通过增加颜色和浊度的去除而改善了处理水的质量。为了解释盐度对最佳混凝剂剂量的影响,将ζ电势用作控制参数。当超滤(UF)或纳滤(NF)在后处理中用于絮凝絮凝时,超滤的稳定渗透通量更高。它一直保持恒定,直到分别在25 L / h.m〜2和122 L / h.m〜2时,NF的体积减小因子(VRF)和UF的体积减小因子达到6。 NF的颜色和盐的保留高于UF。对于实际和模型废水,这些结果是相似的。

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