改造旋转式生物接触器并提高其性能,用于净化合成氨 O 染料废水

Khyati Kishorchandra Modi, K. K. Nath
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引用次数: 0

摘要

生活和工业废水未经处理就排入下水道/大气层,是危害人类健康的主要污染源,必须加以控制。尽管传统的旋转生物接触器(RBC)长期以来一直被用作废水二级处理策略,但其缺点是生物膜生长的表面积有限。此外,充氧能力较低和混合效率低导致传质不足的问题也一直存在。为了解决这些问题,本研究对传统的 RBC 进行了改进,用一个旋转鼓取代了一组圆盘。在 RBC 中使用旋转鼓使生物膜附着表面积增加到 2.29 平方米(比传统 RBC 高 108.2%),从而改善了工作性能。为防止溶解氧成为限制因素,在改良型 RBC 的废水收集池中放置了四个小型曝气器作为补充曝气系统。为防止大气温度对生物过程的影响,在池中放置了一个防爆水族箱玻璃加热器。在实验工作中,使用了 700 ppm 的 Auramine-O 染料预处理合成溶液作为废水。实验 15 天后,观察到生物需氧量(BOD)去除率的百分比变化保持稳定。第 15 天后,MLSS 浓度增至 2960 mg/L,BOD 浓度降至 12.85 mg/L,BOD 降低了 89.86%,表明达到了污水排放标准。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Modification and Performance of a Rotating Biological Contactor for the Rectification of Synthetic Auramine O dye Wastewater
The disposal of domestic and industrial wastewater into the drainage/atmosphere without treatment is a major source of pollution that endangers the health of the population and needs to be controlled. Despite long been used as a secondary treatment strategy for wastewater, conventional rotating biological contactor (RBC) suffers from the drawbacks of limited surface area for the growth of biofilms. There are persistent problems of less oxygenation capacity, and inefficient mixing resulting in inadequate mass transfer. To address these issues conventional RBC has been modified in the present study by replacing a bank of discs using a rotating drum. The use of a rotating drum in RBC enhanced the biofilm attachment surface area up to 2.29 m2 (?108.2% higher than conventional RBC), thereby improving the working performance. To prevent the dissolved oxygen as a limiting factor, four small aerators were placed as supplement aeration system in the wastewater collection tank of modified RBC. To prevent the influence of atmospheric temperature on biological process, a blast-proof aquarium glass heater was placed in the tank. For experimental work, a 700 ppm pretreated synthetic solution of Auramine-O dye as wastewater was utilized. A constant level of percentage variation in biological oxygen demand (BOD) removal efficiency was observed after 15 days of the experiment. After day-15, the MLSS concentration increased to 2960 mg/L, and the BOD concentration reduced to 12.85 mg/L, resulting in a reduction of 89.86% in BOD, indicating the meeting of effluent discharge standards.
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