Conventional sewage treatment methods mostly do not treat wastewater adequately hence posing a huge problem to the survival of the aquatic life when released to the waterway. The objectives of the study were to evaluate the effect of seasonal variations on performance of both conventional sewage treatment and laboratory based 0.1 mm sand filter and to further improve the quality of the effluent from the treatment plant by subjecting the effluent to sand filtration for further treatment. Effluent from conventional sewage treatment plant was introduced into the filter. Pour plate method was used to determine total coliforms, BOD5 technique for Biological Oxygen Demand, COD digestion method for Chemical Oxygen Demand and gravimetric method for Total Suspended Solids. The parameters in this study were significantly (< 0.05) higher in the final effluent than in the filtrate during the two seasons. In addition, the parameters in the final effluent were significantly (< 0.05) lower during wet season compared to dry season. The two methods of wastewater treatment were efficient in treating the waste however, the conventional treatment plant was more efficient during wet season than dry season.
Published in | Frontiers in Environmental Microbiology (Volume 2, Issue 4) |
DOI | 10.11648/j.fem.20160204.11 |
Page(s) | 18-23 |
Creative Commons |
This is an Open Access article, 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 or format, provided the original work is properly cited. |
Copyright |
Copyright © The Author(s), 2016. Published by Science Publishing Group |
Sand Filter, Wastewater, Seasonal Variations and Conventional Sewage Treatment Methods
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APA Style
Chebor Joel, Lizzy A. Mwamburi, Ezekiel K. Kiprop, Becky N. Aloo. (2016). Use of Slow Sand Filtration to Complement Conventional Sewage Treatment Methods During Dry and Wet Seasons. Frontiers in Environmental Microbiology, 2(4), 18-23. https://doi.org/10.11648/j.fem.20160204.11
ACS Style
Chebor Joel; Lizzy A. Mwamburi; Ezekiel K. Kiprop; Becky N. Aloo. Use of Slow Sand Filtration to Complement Conventional Sewage Treatment Methods During Dry and Wet Seasons. Front. Environ. Microbiol. 2016, 2(4), 18-23. doi: 10.11648/j.fem.20160204.11
AMA Style
Chebor Joel, Lizzy A. Mwamburi, Ezekiel K. Kiprop, Becky N. Aloo. Use of Slow Sand Filtration to Complement Conventional Sewage Treatment Methods During Dry and Wet Seasons. Front Environ Microbiol. 2016;2(4):18-23. doi: 10.11648/j.fem.20160204.11
@article{10.11648/j.fem.20160204.11, author = {Chebor Joel and Lizzy A. Mwamburi and Ezekiel K. Kiprop and Becky N. Aloo}, title = {Use of Slow Sand Filtration to Complement Conventional Sewage Treatment Methods During Dry and Wet Seasons}, journal = {Frontiers in Environmental Microbiology}, volume = {2}, number = {4}, pages = {18-23}, doi = {10.11648/j.fem.20160204.11}, url = {https://doi.org/10.11648/j.fem.20160204.11}, eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.fem.20160204.11}, abstract = {Conventional sewage treatment methods mostly do not treat wastewater adequately hence posing a huge problem to the survival of the aquatic life when released to the waterway. The objectives of the study were to evaluate the effect of seasonal variations on performance of both conventional sewage treatment and laboratory based 0.1 mm sand filter and to further improve the quality of the effluent from the treatment plant by subjecting the effluent to sand filtration for further treatment. Effluent from conventional sewage treatment plant was introduced into the filter. Pour plate method was used to determine total coliforms, BOD5 technique for Biological Oxygen Demand, COD digestion method for Chemical Oxygen Demand and gravimetric method for Total Suspended Solids. The parameters in this study were significantly (< 0.05) higher in the final effluent than in the filtrate during the two seasons. In addition, the parameters in the final effluent were significantly (< 0.05) lower during wet season compared to dry season. The two methods of wastewater treatment were efficient in treating the waste however, the conventional treatment plant was more efficient during wet season than dry season.}, year = {2016} }
TY - JOUR T1 - Use of Slow Sand Filtration to Complement Conventional Sewage Treatment Methods During Dry and Wet Seasons AU - Chebor Joel AU - Lizzy A. Mwamburi AU - Ezekiel K. Kiprop AU - Becky N. Aloo Y1 - 2016/11/08 PY - 2016 N1 - https://doi.org/10.11648/j.fem.20160204.11 DO - 10.11648/j.fem.20160204.11 T2 - Frontiers in Environmental Microbiology JF - Frontiers in Environmental Microbiology JO - Frontiers in Environmental Microbiology SP - 18 EP - 23 PB - Science Publishing Group SN - 2469-8067 UR - https://doi.org/10.11648/j.fem.20160204.11 AB - Conventional sewage treatment methods mostly do not treat wastewater adequately hence posing a huge problem to the survival of the aquatic life when released to the waterway. The objectives of the study were to evaluate the effect of seasonal variations on performance of both conventional sewage treatment and laboratory based 0.1 mm sand filter and to further improve the quality of the effluent from the treatment plant by subjecting the effluent to sand filtration for further treatment. Effluent from conventional sewage treatment plant was introduced into the filter. Pour plate method was used to determine total coliforms, BOD5 technique for Biological Oxygen Demand, COD digestion method for Chemical Oxygen Demand and gravimetric method for Total Suspended Solids. The parameters in this study were significantly (< 0.05) higher in the final effluent than in the filtrate during the two seasons. In addition, the parameters in the final effluent were significantly (< 0.05) lower during wet season compared to dry season. The two methods of wastewater treatment were efficient in treating the waste however, the conventional treatment plant was more efficient during wet season than dry season. VL - 2 IS - 4 ER -