应用简单处理工艺评价地表水水质参数

C. El-Mahdy, S. Popescu, B. P. Anamaria, C. Borda
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引用次数: 0

摘要

该研究的目的是确定对永久受污染影响的地表水源最方便的处理方法,以减少有机物、临时硬度和TNG/ml水。沉淀过程后,临时硬度值与对照样品(原水)的硬度值接近,但混凝后硬度值降低,差异极为显著(***P<0.001)。在相同的凝固过程之后,在CCOMn参数中发现了相同的、极其显著的差异。仅采用一种处理方法,如:沉淀、凝结原水而不进行消毒,并不能保证去除或减少水中的细菌总数。对照样品用紫外线剂量(3.40-3.88mJ/cm2)消毒表明,根据暴露时间的不同,细菌载量显著减少,在暴露30分钟时获得最佳值。与初始值(4159.2±1860.0 TNG/ml水)相比,沉淀样品的细菌载量减少了78-99.82%。在60%的样品中,在暴露于紫外线照射30分钟后,发现0 TNG/ml的水。总之,减少TNG/ml水的最佳选择是使用明矾进行混凝,然后进行30分钟的紫外线消毒。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Evaluating some Quality Parameters of a Surface Water Source by Applying Simple Treatment Processes
The purpose of the research was to identify the most convenient treatment applied to a surface water source which is permanently under the influence of contamination, in order to reduce organic matter, temporary hardness and TNG/ml water. Following the sedimentation process, temporary hardness values are close to those of the control samples (raw water) but, reductions and extremely significant differences (*** P <0.001) were found after coagulation. The same, extremely significant differences are found in the CCOMn parameter after the same process, coagulation. Applying just a single treatment like: sedimentation, coagulation of raw water without being followed by disinfection does not guarantee the removal or reduction of the total number of germs in water. Disinfection with UV dose (3.40-3.88 mj/cm2) of control samples indicates a significant reduction in bacterial load depending on exposure time, with the best values obtained at the 30 minute exposure. The same positive results were obtained from samples subjected to sedimentation where, compared to the initial values (4159.2±1860.0 TNG/ml water), bacterial load is reduced by 78-99.82%. In 60% of samples coagulated and after that exposed to 30 minutes of UV irradiation, was found 0 TNG / ml water. In conclusion, the best option for reducing TNG/ml water is coagulation using alum, followed by UV disinfection for 30 minutes.
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