Full Scale Performance of Primary Settling Tanks

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Full Scale Performance of Primary Settling Tanks

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dc.contributor.author Ahmed, S en_US
dc.date.accessioned 2009-11-25T13:05:45Z
dc.date.available 2009-11-25T13:05:45Z
dc.date.issued 1989 en_US
dc.identifier.citation Engineering Journal of Qatar University, 1989, Vol. 2, Pages 187-200. en_US
dc.identifier.uri http://hdl.handle.net/10576/7946
dc.description.abstract The characteristics and the flowrate of municipal wastewater from the city of Doha, located in the Arabian Gulf have been studied to examine their effect on the performance of the primary settling tanks at the local sewage treatment plant. The wastweater is predominantly domestic and characterized by low suspended solids concentration but high total dissolved solids. The high temperature of the wastewater and long flowtime in the sewerage system turn it septic. The performance efficiency of the circular primary settling tanks in terms of total suspended solids and BOD removal was determined. Simple empirical models relating the suspended solids removal efficiency with various loading parameters like detention time, overflow rate and solids loading rate have been developed. The solids loading rate seems to be more significant than the overflow rate or the detention time in predicting settling performance. The results of the investigation are compared with published data. en_US
dc.language.iso en en_US
dc.publisher Qatar University en_US
dc.subject Thermal Sciences en_US
dc.title Full Scale Performance of Primary Settling Tanks en_US
dc.type Article en_US
dc.identifier.pagination 187-200 en_US
dc.identifier.volume 2 en_US

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