Kumar Pradeep, Prasad B, Chand Shri
Department of Chemical Engineering, Indian Institute of Technology Roorkee, Roorkee 247667, India.
J Hazard Mater. 2009 Apr 15;163(1):433-40. doi: 10.1016/j.jhazmat.2008.06.114. Epub 2008 Jul 5.
In the present study, the coagulation of the fresh and thermally treated desizing wastewater has been reported. The maximum COD reduction of fresh desizing wastewater using coagulation was observed with commercial alum at initial pH 4. This was followed by aluminum potassium sulfate (pH 4), FeCl(3) (pH 6), PAC (pH 6) and FeSO(4) (pH 4). The maximum COD reduction observed at a coagulant (commercial alum) dose of 5 kg/m(3) and pH 4 was 58% whereas the color reduction at these conditions was 85%. The results reveal that the application of coagulation on the catalytic thermal treated effluent is more effective in removing nearly 88% of COD and 96% of color at above mentioned conditions except at a coagulant dose of 1 kg/m(3). The amount of inorganic sludge generated gets drastically reduced (almost 25%) due to the reduced amount of coagulant. The COD and color of the final effluent were found to be 98.6 mg/l and 2.67 PCU, respectively, and the COD/BOD(3) ratio was 1.36. The settling rate of the slurry was found to be strongly influenced by treatment pH. The slurry obtained after treatment at pH 12 settled faster in comparison to slurry obtained at pH 4. The filterability of the treated effluent is also strongly dependent on pH. pH 12 was adjudged to be the best in giving highest filtration rate.
在本研究中,已报道了新鲜的和经过热处理的退浆废水的混凝情况。使用混凝法处理新鲜退浆废水时,在初始pH值为4的条件下,使用市售明矾观察到化学需氧量(COD)的最大降低。其次是硫酸铝钾(pH值为4)、氯化铁(pH值为6)、聚合氯化铝(PAC,pH值为6)和硫酸亚铁(pH值为4)。在混凝剂(市售明矾)投加量为5 kg/m³且pH值为4的条件下,观察到的最大COD降低率为58%,而在这些条件下颜色降低率为85%。结果表明,在上述条件下(除了混凝剂投加量为1 kg/m³时),对催化热处理后的废水进行混凝处理在去除近88%的COD和96%的颜色方面更有效。由于混凝剂用量减少,产生的无机污泥量大幅减少(几乎减少25%)。最终出水的COD和颜色分别为98.6 mg/L和2.67 PCU,且COD/BOD₃比值为1.36。发现浆液的沉降速率受处理pH值的强烈影响。与在pH值为4时获得的浆液相比,在pH值为12时处理后获得的浆液沉降更快。处理后出水的过滤性能也强烈依赖于pH值。判定pH值为12时在提供最高过滤速率方面是最佳的。