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UV disinfection of wastewater coagulated with ferric chloride: Recalcitrance and fouling problems

机译:用氯化铁凝结的废水的紫外线消毒:顽固和结垢问题

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Collimated beam and pilot tests using low pressure or medium pressure UV lamps were conducted to assess the disinfection performance of a municipal wastewater which had been pretreated by ferric chloride coagulation followed by sedimentation. The feed to the UV systems contained high levels of Fe (often above 3 mg/l); suspended solids and UV254 transmission values were also not ideal (mean approximately 30 mg/l and 32% respectively). The collimated beam tests indicated that the target level of 2,500 coliform forming units/100 ml often could not be reached, and the pilot tests revealed significant fouling after only a few hours. Thus physicochemical effluents of this nature likely require upstream filtration (or a relaxation of the target level) and a continual, automated cleaning system to ensure that performance levels can be maintained. (C) 1998 Published by Elsevier Science Ltd. All rights reserved. [References: 6]
机译:进行了使用低压或中压紫外线灯的准直光束试验和先导试验,以评估已通过氯化铁混凝然后沉淀预处理的市政废水的消毒性能。进入紫外线系统的进料中含有高含量的铁(通常高于3毫克/升)。悬浮固体和UV254透射值也不理想(分别约为30 mg / l和32%)。准直光束测试表明,通常无法达到2500个大肠菌形成单位/ 100 ml的目标水平,而中试测试表明,仅几个小时后,就会形成明显的污垢。因此,这种性质的物理化学流出物可能需要上游过滤(或放宽目标水平)和连续的自动清洁系统,以确保可以维持性能水平。 (C)1998由Elsevier Science Ltd.出版。保留所有权利。 [参考:6]

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