Design of Aerated Lagoon for Fish Pond Wastewater Treatment

Please use this identifier to cite or link to this item: http://repository.futminna.edu.ng:8080/jspui/handle/123456789/2508

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DC Field	Value	Language
dc.contributor.author	ADEOYE, Peter Aderemi	-
dc.contributor.author	JIYA, John Musa	-
dc.contributor.author	Akinyemi, Banjo	-
dc.date.accessioned	2021-06-10T08:41:29Z	-
dc.date.available	2021-06-10T08:41:29Z	-
dc.date.issued	2009-01-01	-
dc.identifier.uri	http://repository.futminna.edu.ng:8080/jspui/handle/123456789/2508	-
dc.description.abstract	A 16m by 10m aerated lagoon of depth 2.5m was designed for fish pond wastewater treatment. This was done to encourage the recycling aquaculture system of wastewater management. A sedimentation tank of 5.5m surface diameter with a total volume of 367.92m3 and side slope of 2:1 was also designed to take care of settleable solids in the wastewater. These were done after biological analysis of wastewater from a commercial fish farm has been done. From the analysis, the average ratio of four-hour permanganate value and Biological Oxygen Demand (BOD) was 1:5 which rendered the wastewater treatable by biological method (aerated lagoon). A diffused unit aerator of 3 hp compressor over a 50mm diameter pipe was also recommended with a retention period few days.	en_US
dc.language.iso	en	en_US
dc.publisher	Assumption University Journal of Technology	en_US
dc.subject	fish	en_US
dc.subject	aquaculture	en_US
dc.subject	Recycling	en_US
dc.subject	sedimentation	en_US
dc.subject	settleable solids	en_US
dc.subject	water	en_US
dc.title	Design of Aerated Lagoon for Fish Pond Wastewater Treatment	en_US
dc.type	Article	en_US
Appears in Collections:	Agric. and Bioresources Engineering

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