AccScience Publishing / AJWEP / Volume 9 / Issue 1 / DOI: 10.3233/AJW-2012-9_1_05
RESEARCH ARTICLE

Detention Time as a Critical Parameter in Septic Tank Design

Chidozie Charles Nnaji1* Jonah Chukwuemeka Agunwamba1
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1 Department of Civil Engineering, University of Nigeria, Nsukka, Nigeria
AJWEP 2012, 9(1), 31–38; https://doi.org/10.3233/AJW-2012-9_1_05
Submitted: 15 July 2011 | Accepted: 12 December 2011 | Published: 1 January 2012
© 2012 by the Author(s). This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution -Noncommercial 4.0 International License (CC-by the license) ( https://creativecommons.org/licenses/by-nc/4.0/ )
Abstract

In order to reveal the importance of detention time in septic tank design, an expression was derived to show the relationship between detention time and sludge level. Charts that show the decline of detention time with sludge accumulation were produced. These charts show that the usual recommendation that septic tanks be desludged when they are one-third full could be irrational most of the time. It was shown that a tank that is one-third full may still have enough residual detention time for optimal performance. A more rational approach is that septic tanks should be desludged when they no longer have enough detention time for efficient performance. It was also shown that water use should be given serious attention in septic tank design as it can have serious consequences for detention time.

Keywords
Septic tank
detention time
sludge accumulation
desludging
Conflict of interest
The authors declare they have no competing interests.
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Asian Journal of Water, Environment and Pollution, Electronic ISSN: 1875-8568 Print ISSN: 0972-9860, Published by AccScience Publishing