BOD5 Removal in Facultative Ponds: Experience in Tanzania

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dc.contributor.authorMayo, Aloyce W.
dc.date.accessioned2016-05-24T13:29:10Z
dc.date.available2016-05-24T13:29:10Z
dc.date.issued1996
dc.descriptionFull Text can be accessed at http://www.sciencedirect.com/science/article/pii/S027312239600827Xen_US
dc.description.abstractThis paper discusses the removal of BOD5 in facultative ponds under tropical conditions. Data was collected from pilot and field ponds at the University of Dar es Salaam and was compared to other ponds in Dar es Salaam. Results showed deviations of performance, in some cases, from assumptions made during the design. The permissible organic loading rate for ponds in Dar es Salaam was 450 kg BOD5/ha/d. To reduce concentration of algae in the final effluent, a sunken outlet structure was suggested.en_US
dc.identifier.citationMayo, A.W., 1996. BOD 5 removal in facultative ponds: experience in Tanzania. Water Science and Technology, 34(11), pp.107-117.en_US
dc.identifier.doi10.1016/S0273-1223(96)00827-X
dc.identifier.urihttp://hdl.handle.net/20.500.11810/2235
dc.language.isoenen_US
dc.subjectFacultative pondsen_US
dc.subjectBOD5 removal rateen_US
dc.subjectBOD5 design equationsen_US
dc.subjectTropical climatesen_US
dc.titleBOD5 Removal in Facultative Ponds: Experience in Tanzaniaen_US
dc.typeJournal Article, Peer Revieweden_US
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