Optimization of hydraulic efficiency and wastewater treatment performances using a new design of vertical flow Multi-Soil-Layering (MSL) technology

Ecological Engineering Volume 117 Page 140-152 published_at 2018-08
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Title
Optimization of hydraulic efficiency and wastewater treatment performances using a new design of vertical flow Multi-Soil-Layering (MSL) technology
Creator
Lahbib Latrach
Naaila Ouazzani
Abdessamad Hejjaj
Fouad Zouhir
Mustapha Mahi
Laila Mandi
Source Title
Ecological Engineering
Volume 117
Start Page 140
End Page 152
Journal Identifire
ISSN 0925-8574
Descriptions
The study gives a new method for contaminants removal from domestic wastewater using a novel design of Multi-Soil-Layering (MSL) eco-technology. Two MSL reactors were built and operated under laboratory conditions: a standard and modified MSL design (S-MSL and M-MSL). A tracer test using KCl indicated varying degrees of dispersion, short-circuiting, dead space, effective volume ratio and hydraulic efficiency in two MSL reactors. The new MSL design was found to be most effective in improving hydrodynamic flow conditions. The M-MSL reactor increased the mean HRT from 15.79 to 22.07 h, and decreased the dead space rate from 38% to 8%. The early arrival of the distribution peak, indicator of short-circuiting, was mainly noted in the case of S-MSL RTD which is around 57% of the nominal HRT. A high dead space rate was found to occur in the S-MSL reactor, and produced a poor hydraulic performance. The large difference between the nominal and mean HRT confirms the presence of zones of stagnation in the S-MSL system. The new MSL design increased the effective volume ratio from 0.62 to 0.92. The hydraulic efficiency was increased from 0.26 to 0.84 and reached a good level (λ ≥ 0.75) highlighting the excellent hydraulic performance of the M-MSL design. Obtained results revealed that M-MSL had an optimal hydraulic profile and enhanced sanitary and physicochemical performances compared to S-MSL. The mean log reduction of total coliforms, fecal coliforms and fecal streptococci was increased from 1.25, 1.26 and 1.15 log units for the S-MSL to 2.36, 2.38 and 2.11 log units for the M-MSL reactor. Both MSL reactors achieved high and satisfactory TSS and organics removal. The M-MSL reactor accomplished a 92% removal of TN, while the S-MSL achieved a slightly less effective result. The M-MSL reactor was also found to be more efficient in reducing TP by 98% compared to a removal rate of 76% in the S-MSL reactor. Therefore, the new design of MSL eco-technology could be adopted as an alternative to the current design for efficient domestic wastewater treatment.
Subjects
Hydraulic efficiency
Modified Multi-Soil-Layering system
Standard Multi-Soil-Layering system
Purifying performance
Retention time distribution
Language
eng
Resource Type journal article
Publisher
Elsevier B.V.
Date of Issued 2018-08
Publish Type Version of Record
Access Rights metadata only access
Relation
[DOI] 10.1016/j.ecoleng.2018.04.003