Anionic surfactants are wildly used in many industrial and household applications.
Because anionic surfactants are used so widely, significant attention has focused on
the removal of these contaminants from wastewater. Among various treatment
techniques, biofiltration, such as trickling filter technologies, has been employed in
many wastewater treatment plants (WWPTs) to remove anionic surfactants. However,
current knowledge of the efficacy of trickling filter to remove anionic surfactants
from wastewaters is limited. The present study characterized the performance of a
high rate (i.e. roughing) trickling filter to remove anionic surfactants both at lab-scale
and pilot-scale. Lab-scale tests investigated the biodegradation of anionic surfactants
under controllable conditions were compared with those from previous studies by
others. Pilot-scale tests investigated the efficacy of a trickling filter at removing
anionic surfactants from a wastewater over an extended period of time. The data from
the pilot-scale tests were used to model the performance of trickling filter at removing
anionic surfactants from the wastewater, using first order and modified Velz models.
The lab-scale tests indicated that high molecular weight anionic surfactants
degrade faster than the low molecular weight surfactants. The biodegradation rates
observed in the present study were similar to those from pervious studies by others.
The pilot-scale tests indicated that roughing trickling filter could remove 11% to 29%
of anionic surfactants and 4% to 22% of COD from the wastewater. Higher molecular
weight anionic surfactants were more degradable.
The experimental data could be accurately modeled using the modified Velz
model (R² value more than 0.9). The degradation rates of modified Velz model for
total anionic surfactants, high molecular weight anionic surfactants and COD were
0.053±0.0057, 0.088±0.0048 and 0.119±0.0111 (mIs)0.5 respectively.
The pilot-scale test results indicated that a high rate (i.e., roughing) trickling filter
was not capable of effectively removing anionic surfactants in the primary effluent at
Lions Gate WWTP because a relatively large trickling filter area would be required to
achieve the required surfactant removal efficiency. / Applied Science, Faculty of / Civil Engineering, Department of / Graduate
| Identifer | oai:union.ndltd.org:UBC/oai:circle.library.ubc.ca:2429/4080 |
| Date | 11 1900 |
| Creators | Guo, Feng |
| Publisher | University of British Columbia |
| Source Sets | University of British Columbia |
| Language | English |
| Detected Language | English |
| Type | Text, Thesis/Dissertation |
| Format | 2083223 bytes, application/pdf |
| Rights | Attribution-NonCommercial-NoDerivatives 4.0 International, http://creativecommons.org/licenses/by-nc-nd/4.0/ |
Page generated in 0.0017 seconds