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     Research Journal of Applied Sciences, Engineering and Technology


Design, Construction and Performance Evaluation of a Model Waste Stabilization Pond

C.C. Egwuonwu, V.C. Okafor, N.C. Ezeanya, C. Nzediegwu, A. Suleiman and O. Uzoigwe
Department of Agricultural Engineering, Federal University of Technology, Owerri, Nigeria
Research Journal of Applied Sciences, Engineering and Technology  2014  9:1710-1714
http://dx.doi.org/10.19026/rjaset.7.453  |  © The Author(s) 2014
Received: July 31, 2012  |  Accepted: September 17, 2012  |  Published: March 05, 2014

Abstract

The study aimed at the design, construction and performance evaluation of a model Waste Stabilization Pond (WSP). The WSP comprised of one facultative pond and three maturation ponds all in series. The influent of the WSP after filtration through the lined sandy loam media (obtained from the premises of Federal University of Technology, Owerri, Nigeria) had the BOD reduced to 22 mg/L from 356 mg/L indicating a 93.8% removal level. A faecal coli form count (fc) of the influent sample gave 1×108 fc/100 mL, whereas the effluent gave 10 fc/100 mL which was 99.9% fc removal. The value of 150 mg/L of the Total Suspended Solids (TSS) for the influent was reduced to 26 mg/L for the effluent after treatment. It was concluded that the effluent from the WSP was within the limits of Federal Environmental Protection Agency (FEPA) standard of 30 mg/L for TSS, 30 mg/L for BOD5 and 400 fc/100 mL for faecal coli form thus making the waste water safe for discharge into surface water as well as its use for irrigation after treatment. The sandy loam soil media was found to be non-promising earlier in the removal process until it was lined with polyethylene material. A clay media was therefore recommended.

Keywords:

Construction, design, evaluation, model, performance, waste stabilization pond,


References

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Competing interests

The authors have no competing interests.

Open Access Policy

This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.

Copyright

The authors have no competing interests.

ISSN (Online):  2040-7467
ISSN (Print):   2040-7459
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