Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/423757
Title: Pharmaceutical Wastewater Treatment by Electrooxidation Method
Researcher: Kaur, Ravneet
Guide(s): Kushwaha, J.P. and Singh, Neetu
Keywords: Engineering
Engineering and Technology
Engineering Chemical
University: Thapar Institute of Engineering and Technology
Completed Date: 2019
Abstract: Advancement in medical science over years has led to bulk production and consumption of pharmaceutical compounds all over the world. Antibiotics, particularly have become an indispensable part of human and animal health systems, which are intended to treat bacterial infections. As per a report published in 2018, over a period of fifteen years (2000 2015), antibiotic consumption in India increased by 103%. Moreover, India was the largest consumer of antibiotics in the world in 2010, with cephalosporins, broad-spectrum penicillins and fluoroquinolones among the top three categories of antibiotics being consumed by Indians Such large production and intake of antibiotics has led to their occurrence and accumulation in aquatic environment. Scientific communities worldwide have conducted comprehensive studies and reported occurrence of antibiotics in effluents from waste water treatment plants, sewage treatment plants, sea water, river water, lakes and ground water, which proved the incapability of conventional treatment technologies to remove antibiotics. This alarming issue requires immediate attention due to growing antibiotic resistance in native bacterial population. Over the years, this problem has worsened in India, leading to highest number of deaths caused by antibiotic resistance. Electro-oxidation (EO) has fetched much attention of researchers in past two decades. EO is a type of electrochemical AOP, which utilizes strong oxidant species ( OH, H2O2, O3) generated on anode for pollutant degradation in a much simpler equipment and without involvement of any hazardous chemicals. Moreover, it is an environmentally benign technology as no sludge generation takes place.
Pagination: 157p.
URI: http://hdl.handle.net/10603/423757
Appears in Departments:Department of Chemical Engineering

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02_prelim pages.pdf1.83 MBAdobe PDFView/Open
03_content.pdf503.22 kBAdobe PDFView/Open
04_chapter 1.pdf650.93 kBAdobe PDFView/Open
06_chapter 3.pdf2.07 MBAdobe PDFView/Open
07_chapter 4.pdf5.72 MBAdobe PDFView/Open
08_chapter 5.pdf383.31 kBAdobe PDFView/Open
09_annexures.pdf743.56 kBAdobe PDFView/Open
80_recommendation.pdf397.58 kBAdobe PDFView/Open
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