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In Situ Treatment of Domestic Food Waste and Bioflocculated Sewage Sludge in Decentralized Wastewater Treatment Plant

污水处理 废物管理 废水 环境科学 污水污泥 污水污泥处理 污水 废物处理 活性污泥 环境工程 工程类
作者
Hemant Thakur,Sonu Kumar,Gaurav Kumar,Atul Dhar,Satvasheel Powar
出处
期刊:Journal of Environmental Engineering [American Society of Civil Engineers]
卷期号:150 (7) 被引量:1
标识
DOI:10.1061/joeedu.eeeng-7623
摘要

To reduce the operating cost of wastewater treatment plants and in situ treatment of sewage sludge and domestic food waste, the current investigation of anaerobic codigestion of domestic food waste and primary bioflocculated sewage sludge was conducted in an anaerobic reactor coupled with a decentralized domestic wastewater treatment plant. The performance of the anaerobic reactor and wastewater treatment system was tested for 30 days. The anaerobic digester was placed after the flocculation chamber in the wastewater treatment plant to transfer the primary bioflocculated sludge using gravity. The 0.5 kg Day−1 of domestic food waste and 29 L Day−1 of bioflocculated sewage sludge were used as feedstock for an anaerobic codigestion and supernatant collected in the flocculation chamber were passed to the water treatment stages. The bioflocculated sludge was collected by adding flocculant in domestic raw wastewater and fed in a digester whereas food waste was added using the separate port in the digester on daily basis. The anaerobic digester was operated in continuous mode at mesophilic temperature conditions at a hydraulic retention time of 7 days. The physiochemical parameters for controlling the anaerobic digester were examined periodically which showed the maximum volatile fatty acid accumulation of 6,500 mg L−1 on the 12th day with the highest biomethane production of 0.35 L CH4 g−1 VSconsumed. The highest energy production potential of biogas was estimated as 0.35 kWh unit. The physical, chemical, organic, inorganic, and biological characteristics of treated water were tested to quantify the treatment efficiency of the process for the reuse of treated water. Results indicated that more than 90% of effluent was collected at the outlet of treatment units and the tested parameters were fulfilling the guidelines set by the different agencies for the reuse of effluent for various purposes.

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