Partha Chakravarty |
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MSc, MTech, PhD
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McNally Bharat Engineering Company Limited
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Water
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Questions and Answers (3) View all
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Answer added in Wastewater Treatment25 Is there any specific method for estimating chemical oxygen demand (COD) at a chloride concentration of 1,50,000 ppm?By Boopathy Ramasamy · Council of Scientific and Industrial Research (CSIR), New DelhiPartha Chakravarty · McNally Bharat Engineering Company LimitedPlease refer the method for chloride correction in high saline waters is given in "Baumann, F.I. 1974, Anal. Chem. 46:1336". It is also referred in AP... [more]Please refer the method for chloride correction in high saline waters is given in "Baumann, F.I. 1974, Anal. Chem. 46:1336". It is also referred in APHA in the reference. I have done the experiment with high saline water and it gives +_5% accuracy.Following
Publications (1) View all
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Article: Study on poly-hydroxyalkanoate (PHA) production in pilot scale continuous mode wastewater treatment system.
Partha Chakravarty, Vasant Mhaisalkar, Tapan Chakrabarti[show abstract] [hide abstract]
ABSTRACT: Generation of poly-hydroxyalkanoates (PHAs) from milk and ice-cream processing wastewater was studied in a continuous mode reactor system at pilot scale. The integrated system comprised an anaerobic acidogenic reactor (AAR), a conventional activated sludge production reactor (ASPR) and a PHA synthesis reactor (PHAR) to induce PHA accumulation in the biomass which was finally harvested while treating the raw dairy wastewater to meet the disposal limits thereby reducing generation of disposable sludge. The PHA content in the PHA rich biomass was approximately 43% of the sludge dry weight. Kinetics of both ASPR and PHAR were studied. The maximum PHA yield coefficient (Y(sp)(max)) with respect to COD degradation in the PHAR was derived as 0.25 kg PHA/kg of COD degraded. Similarly, the kinetic parameters i.e. K(s), micro(m), Y(obs) and k(d) of the ASPR were 37.16 mg/l COD, 0.97 d(-1), 0.51 mg MLSS/mg COD and 0.049 d(-1), respectively.Bioresource technology 04/2010; 101(8):2896-9. · 4.25 Impact Factor