Common effluent treatment plant (CETP): Reliability analysis and performance evaluation

Common effluent treatment plants (CETPs) have been installed and are in operation at numerous industrial clusters throughout India. They serve to reduce effluent treatment cost, provide better collective treatment, and reduce land cost for small-scale industrial facilities that cannot afford individ...

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Main Authors: Ashwini V. Padalkar, Rakesh Kumar
Format: Article
Language:English
Published: Elsevier 2018-07-01
Series:Water Science and Engineering
Online Access:http://www.sciencedirect.com/science/article/pii/S1674237018300802
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spelling doaj-5301f1111d494ff1bcab7f40d6a30f802020-11-24T22:58:49ZengElsevierWater Science and Engineering1674-23702018-07-01113205213Common effluent treatment plant (CETP): Reliability analysis and performance evaluationAshwini V. Padalkar0Rakesh Kumar1CSIR-National Environmental Engineering Research Institute (NEERI), Mumbai Maharashtra 400018, IndiaCorresponding author.; CSIR-National Environmental Engineering Research Institute (NEERI), Mumbai Maharashtra 400018, IndiaCommon effluent treatment plants (CETPs) have been installed and are in operation at numerous industrial clusters throughout India. They serve to reduce effluent treatment cost, provide better collective treatment, and reduce land cost for small-scale industrial facilities that cannot afford individual treatment plants. Optimum working conditions for treatment of effluent to be at par with discharge standards is a major mandate for any CETP. In this study, the reliability and removal efficiencies (REs) of a CETP in the industrial area of Maharashtra State in India were examined. An established methodology was adopted to determine the effectiveness of the CETP in terms of biochemical oxygen demand (BOD), chemical oxygen demand (COD), total suspended solids (TSS), and oil and grease (O&G) concentrations. The CETP's compliance with respect to design standards and its operation were studied in detail. This paper highlights the results of RE and the coefficient of determination (R2) values obtained from the CETP data, estimates the pollutants removed at the highest and lowest rates over a period of time, and highlights the reasons for problem areas along with remedial measures. It was observed that, except O&G, all the parameters (BOD, COD, and TSS) showed fluctuations in removal efficiencies and their reliabilities. This situation can be improved by releasing effluent containing hydraulic and organic loading to the CETP as per standards and optimizing treatment processes, especially primary clari-flocculators and aeration tanks, both of which are important units of any CETP. Keywords: Aeration tank, Clari-flocculator, Coefficient of reliability, Coefficient of variation, Common effluent treatment plant, Removal efficiency, Reliability analysishttp://www.sciencedirect.com/science/article/pii/S1674237018300802
collection DOAJ
language English
format Article
sources DOAJ
author Ashwini V. Padalkar
Rakesh Kumar
spellingShingle Ashwini V. Padalkar
Rakesh Kumar
Common effluent treatment plant (CETP): Reliability analysis and performance evaluation
Water Science and Engineering
author_facet Ashwini V. Padalkar
Rakesh Kumar
author_sort Ashwini V. Padalkar
title Common effluent treatment plant (CETP): Reliability analysis and performance evaluation
title_short Common effluent treatment plant (CETP): Reliability analysis and performance evaluation
title_full Common effluent treatment plant (CETP): Reliability analysis and performance evaluation
title_fullStr Common effluent treatment plant (CETP): Reliability analysis and performance evaluation
title_full_unstemmed Common effluent treatment plant (CETP): Reliability analysis and performance evaluation
title_sort common effluent treatment plant (cetp): reliability analysis and performance evaluation
publisher Elsevier
series Water Science and Engineering
issn 1674-2370
publishDate 2018-07-01
description Common effluent treatment plants (CETPs) have been installed and are in operation at numerous industrial clusters throughout India. They serve to reduce effluent treatment cost, provide better collective treatment, and reduce land cost for small-scale industrial facilities that cannot afford individual treatment plants. Optimum working conditions for treatment of effluent to be at par with discharge standards is a major mandate for any CETP. In this study, the reliability and removal efficiencies (REs) of a CETP in the industrial area of Maharashtra State in India were examined. An established methodology was adopted to determine the effectiveness of the CETP in terms of biochemical oxygen demand (BOD), chemical oxygen demand (COD), total suspended solids (TSS), and oil and grease (O&G) concentrations. The CETP's compliance with respect to design standards and its operation were studied in detail. This paper highlights the results of RE and the coefficient of determination (R2) values obtained from the CETP data, estimates the pollutants removed at the highest and lowest rates over a period of time, and highlights the reasons for problem areas along with remedial measures. It was observed that, except O&G, all the parameters (BOD, COD, and TSS) showed fluctuations in removal efficiencies and their reliabilities. This situation can be improved by releasing effluent containing hydraulic and organic loading to the CETP as per standards and optimizing treatment processes, especially primary clari-flocculators and aeration tanks, both of which are important units of any CETP. Keywords: Aeration tank, Clari-flocculator, Coefficient of reliability, Coefficient of variation, Common effluent treatment plant, Removal efficiency, Reliability analysis
url http://www.sciencedirect.com/science/article/pii/S1674237018300802
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AT rakeshkumar commoneffluenttreatmentplantcetpreliabilityanalysisandperformanceevaluation
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