Rankala Lake quarry water purification via a dual strategy involving hydrodynamic cavitation and ozonation

Amarsinh L. Jadhav , Parvez A. Gardi , Amruta A. Bhosale , Prajeet A. Kadam , Dhairyasheel P. Ghorpade
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Abstract

This research presents a ground-breaking approach to wastewater treatment that leverages hydrodynamic cavitation and ozonation with unprecedented efficiency and environmental benefits by resolving the concern of the ever-present paradox of water scarcity and persistent pollutants in wastewater, and it compels scientists to relentlessly pursue innovative and eco-friendly treatment solutions. This study introduces a pioneering method for treating wastewater employing a sequential approach of hydrodynamic cavitation (HC) coupled with subsequent ozonation (O3). This research examined the process of purifying rainwater collected from the Rankala Lake quarry in Kolhapur, India. The treatment, which lasted for approximately 7 hours each day over a span of three weeks, resulted in notable enhancements in water quality. The initial greenish discoloration and bad odor were notably eradicated within a week, without any chemical additives. The microbial burden decreased significantly from 105 CFU/mL to 102 CFU/mL, indicating a strong level of disinfection. The COD decreased significantly from 110 ppm to less than 10 ppm, while the BOD decreased dramatically to undetectable levels (0 ppm) from 55 ppm. In addition, there was a slight change in the concentration of chloride, water hardness, clarity, and total dissolved solids (TDS). This exemplifies the efficacy of the cavitation process coupled with ozonation for converting polluted, discolored, and malodorous water into purified water appropriate for diverse uses.

通过水动力空化和臭氧处理双重策略净化兰卡拉湖采石场水质
这项研究提出了一种开创性的废水处理方法,即利用流体动力空化和臭氧处理废水,以前所未有的效率和环境效益解决水资源短缺和废水中持久性污染物这一长期存在的悖论。本研究介绍了一种开创性的废水处理方法,该方法采用水动力空化(HC)与随后的臭氧处理(O3)相结合的顺序方法。这项研究考察了从印度科尔哈布尔兰卡拉湖采石场收集的雨水的净化过程。在为期三周的时间里,每天处理约 7 个小时,水质明显改善。在不使用任何化学添加剂的情况下,最初的绿色变色和异味在一周内明显消除。微生物负荷从 105 CFU/mL 显著下降到 102 CFU/mL,表明消毒效果很好。化学需氧量从百万分之 110 显著下降到百万分之 10 以下,而生化需氧量从百万分之 55 显著下降到检测不到的水平(百万分之 0)。此外,氯化物浓度、水硬度、透明度和溶解性总固体 (TDS) 也略有变化。这充分体现了空化工艺和臭氧处理在将污染、变色和恶臭的水转化为适合各种用途的纯净水方面的功效。
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