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Disinfection of Hospital Wastewater by Continuous Ozonization

机译:连续臭氧化消毒医院废水

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The disinfection of hospital wastewaters using the ozonization process was studied. The concentrations of ozone required to reach a sudden drop of coliform and Pseudomonas aeruginosa in the wastewater are 4.0-7.0 and 3.0-5.0 mg L~(-1), respectively. For the hospital wastewater, the disinfection efficiencies were 0.518S~(-1.1) for coliforms, 0.509S~(-1.06) for Pseudomonas aeruginosa and 0.254S~(-1.54) for total count, respectively. As to the effects of ozone input methods on the disinfection efficiency, the continuous ozonization process was ten times higher than the batch input process. The low COD removal rate was obtained at 25.0 mg L~(-1) of ozone concentration for hospital wastewater. However, more biodegradable compounds resulted in the treated mixture.
机译:研究了使用臭氧化工艺对医院废水进行消毒的方法。达到废水中大肠菌群和铜绿假单胞菌突然下降所需的臭氧浓度分别为4.0-7.0和3.0-5.0 mg L〜(-1)。对于医院废水,大肠菌的消毒效率分别为0.518S〜(-1.1),铜绿假单胞菌为0.509S〜(-1.06)和总计数为0.254S〜(-1.54)。关于臭氧输入方法对消毒效率的影响,连续臭氧化过程比分批输入过程高十倍。在医院废水中臭氧浓度为25.0 mg L〜(-1)时,COD去除率较低。然而,更多的可生物降解的化合物产生了处理过的混合物。

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