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Abstracts 12th Annual Scientific Conference (ASCON XII) Health Systems Research: People’s Needs First 9-12 February 2009, ICDDR,B, Dhaka, Bangladesh 12th ASCON 2009 ABSTRACTS 064 (178) Evaluation of Chemical and Microbiological Qualities of Raw and Treated Wastewater in Dhaka, Bangladesh Md. Kamruzzaman1, Mohammad Abdul Matin1, A.N.M. Hamidul Kabir2, Zahid Hayat Mahmud1, Md. Shafiqul Islam1, Debasish Paul1, Hubert P. Endtz1, Alejandro Cravioto1, and Md. Sirajul Islam1 (sislam@icddrb.org) 1 ICDDR,B, GPO Box 128, Dhaka 1000, Bangladesh and 2Department of Applied Chemistry and Chemical Technology, University of Dhaka, Ramna, Dhaka 1000, Bangladesh Background: Dhaka, the capital city of Bangladesh, is one of the mega cities in the world, with 11.3 million people living in 227.8 sq km area. The Pagla wastewater-treatment plant collects a large amount of wastewater of Dhaka city and discharge in the river Buriganga after treatment. This treatment plant is under the direct control of the Water and Sewerage Authority (WASA) of Dhaka. WASA collects water from nearby sites in Buriganga and, after treatment, supplies to consumers. Objective: Evaluate the treatment strategy in a series of waste-stabilization ponds and monitor the quality and reduction of pollution before discharge to the river Buriganga. Methodology: Water samples were collected once a month during January-December 2006. Chemical parameters, such as pH, electric conductivity (EC), total dissolved solids (TDS), salinity, nitritenitrogen (NO2-N), nitrate-nitrogen (NO3-N), total hardness (HT), chloride (Cl-), total alkalinity, calcium (Ca), iron (Fe), phosphate (PO4), sulphate (SO4), biochemical oxygen demand (BOD), and chemical oxygen demand (COD), were measured using standard procedures. Microbiological qualities of the water samples, in terms of total coliform (TC), faecal coliform (FC), and total bacterial count (TBC), were assessed following standard procedures. Results: All the chemical parameters of raw wastewater were beyond the acceptable limit according to the Bangladesh standard. After the final treatment, the parameters, such as pH, EC, TDS, salinity, HT, Cl-, total alkalinity, Ca, Fe, PO4, SO4, BOD, and COD, were reduced to the acceptable limit but NO2-N and NO3-N were above the limit. A reduction of microbial counts up to 5 log was also achieved. Conclusion: Further steps should be taken for better treatment of wastewater before discharging to the river Buriganga. Acknowledgements: The authors thank the DFID, UK, for financial support. 75