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     Research Journal of Applied Sciences, Engineering and Technology


Effect of Hydraulic Retention Time and Wastewater Temperature on Treatment Efficiency of Upflow Anaerobic Filter Treating Campus Domestic Wastewater

1, 2John Leju Celestino Ladu and 1Lu Xiwu
1Department of Environmental Science and Engineering, School of Energy and Environment, Southeast University, Nanjing, 210096, P.R. China
2Department of Environmental Studies, College of Natural Resources and Environmental Studies, University of Juba, Republic of South Sudan
Research Journal of Applied Sciences, Engineering and Technology  2014  7:1370-1376
http://dx.doi.org/10.19026/rjaset.7.403  |  © The Author(s) 2014
Received: April 26, 2013  |  Accepted: May 31, 2013  |  Published: February 20, 2014

Abstract

The study examined the removal efficiency of upflow anaerobic filter reactor fed continuously with campus domestic wastewater at different hydraulic retention time and wastewater temperature. The reactor was filled with non woven filter materials and operated at hydraulic retention time ranging from 1 to 6 days and wastewater temperature ranging from 20 to 30C. At that operating condition, the result revealed no significant difference for Carbonaceous (COD) and nutrients materials except there was significant production of gas. The result revealed that increase in HRT and wastewater temperature improves removal performance of the reactor. The overall reactor removal efficiency for COD, TN, NH4+-N, NO3-N and TP concentration were 51, 22, 21, 28 and 10% and 61 35, 37, 49 and 27% in the anaerobic and anoxic columns, respectively. The experimental system was capable of instantaneous removal of the carbonaceous, nitrogenous and phosphorous compounds.

Keywords:

Anaerobic and anoxic column, carbonaceous, non woven filter materials, nutrients,


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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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