The treatment domestic urban wastewater is growing nowadays, because of the rising cost of water and because of environmental pollution, and becoming an important water source for agricultural irrigation. The aim of this study was to decrease the biological oxygen demand (BOD5), chemical oxygen demand (COD) and total Suspended solids (SS) of urban wastewater the city of Kenitra by activated sludge, in first time focusing on determining the best activated sludge pilot plant operating conditions after in order to confirm the performance of the station, a long duration of the pilot purification test was conducted. The pilot operating conditions correspond in terms of mass load to a low load are: Flow 0.5l / h; Oxygenation rate 60%; 100% recycling of the activated sludge; Aeration tank agitation 100 rev/min. Also, a sustained performance during the trial period, during which, the station operated in low mass load, producing water with BOD5, COD and SS, which is respectively (90.20%, 89. 79% et 97.67%) much lower levels in Moroccan discharge standards. The final treated wastewater could be reused water for agricultural irrigation.
Published in | American Journal of Applied Chemistry (Volume 4, Issue 2) |
DOI | 10.11648/j.ajac.20160402.11 |
Page(s) | 33-39 |
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 |
Reuse, Wastewater Treatment, Activated Sludge
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APA Style
Abdellah Lachheb, Youssef Azami Idrissi, Noureddine Zouhri, Sakina Belhamidi, Mohamed Taky, et al. (2016). Application of Activated Sludge for Urban Wastewater Treatment and Reuse for Irrigation in Kenitra, Morocco. American Journal of Applied Chemistry, 4(2), 33-39. https://doi.org/10.11648/j.ajac.20160402.11
ACS Style
Abdellah Lachheb; Youssef Azami Idrissi; Noureddine Zouhri; Sakina Belhamidi; Mohamed Taky, et al. Application of Activated Sludge for Urban Wastewater Treatment and Reuse for Irrigation in Kenitra, Morocco. Am. J. Appl. Chem. 2016, 4(2), 33-39. doi: 10.11648/j.ajac.20160402.11
AMA Style
Abdellah Lachheb, Youssef Azami Idrissi, Noureddine Zouhri, Sakina Belhamidi, Mohamed Taky, et al. Application of Activated Sludge for Urban Wastewater Treatment and Reuse for Irrigation in Kenitra, Morocco. Am J Appl Chem. 2016;4(2):33-39. doi: 10.11648/j.ajac.20160402.11
@article{10.11648/j.ajac.20160402.11, author = {Abdellah Lachheb and Youssef Azami Idrissi and Noureddine Zouhri and Sakina Belhamidi and Mohamed Taky and Mahassine El Amrani and Azzddine Elmidaoui}, title = {Application of Activated Sludge for Urban Wastewater Treatment and Reuse for Irrigation in Kenitra, Morocco}, journal = {American Journal of Applied Chemistry}, volume = {4}, number = {2}, pages = {33-39}, doi = {10.11648/j.ajac.20160402.11}, url = {https://doi.org/10.11648/j.ajac.20160402.11}, eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajac.20160402.11}, abstract = {The treatment domestic urban wastewater is growing nowadays, because of the rising cost of water and because of environmental pollution, and becoming an important water source for agricultural irrigation. The aim of this study was to decrease the biological oxygen demand (BOD5), chemical oxygen demand (COD) and total Suspended solids (SS) of urban wastewater the city of Kenitra by activated sludge, in first time focusing on determining the best activated sludge pilot plant operating conditions after in order to confirm the performance of the station, a long duration of the pilot purification test was conducted. The pilot operating conditions correspond in terms of mass load to a low load are: Flow 0.5l / h; Oxygenation rate 60%; 100% recycling of the activated sludge; Aeration tank agitation 100 rev/min. Also, a sustained performance during the trial period, during which, the station operated in low mass load, producing water with BOD5, COD and SS, which is respectively (90.20%, 89. 79% et 97.67%) much lower levels in Moroccan discharge standards. The final treated wastewater could be reused water for agricultural irrigation.}, year = {2016} }
TY - JOUR T1 - Application of Activated Sludge for Urban Wastewater Treatment and Reuse for Irrigation in Kenitra, Morocco AU - Abdellah Lachheb AU - Youssef Azami Idrissi AU - Noureddine Zouhri AU - Sakina Belhamidi AU - Mohamed Taky AU - Mahassine El Amrani AU - Azzddine Elmidaoui Y1 - 2016/03/12 PY - 2016 N1 - https://doi.org/10.11648/j.ajac.20160402.11 DO - 10.11648/j.ajac.20160402.11 T2 - American Journal of Applied Chemistry JF - American Journal of Applied Chemistry JO - American Journal of Applied Chemistry SP - 33 EP - 39 PB - Science Publishing Group SN - 2330-8745 UR - https://doi.org/10.11648/j.ajac.20160402.11 AB - The treatment domestic urban wastewater is growing nowadays, because of the rising cost of water and because of environmental pollution, and becoming an important water source for agricultural irrigation. The aim of this study was to decrease the biological oxygen demand (BOD5), chemical oxygen demand (COD) and total Suspended solids (SS) of urban wastewater the city of Kenitra by activated sludge, in first time focusing on determining the best activated sludge pilot plant operating conditions after in order to confirm the performance of the station, a long duration of the pilot purification test was conducted. The pilot operating conditions correspond in terms of mass load to a low load are: Flow 0.5l / h; Oxygenation rate 60%; 100% recycling of the activated sludge; Aeration tank agitation 100 rev/min. Also, a sustained performance during the trial period, during which, the station operated in low mass load, producing water with BOD5, COD and SS, which is respectively (90.20%, 89. 79% et 97.67%) much lower levels in Moroccan discharge standards. The final treated wastewater could be reused water for agricultural irrigation. VL - 4 IS - 2 ER -