Decolorizing of reactive dyes wastewater via down-flow hanging sponge (dhs) system
1 Egypt- Japan University of Science and Technology (E-Just), Environmental Engineering Department, P.O. Box 179 New Borg El Arab City Postal Code 21934 - Alexandria Egypt
2 National research centre, Water Pollution Research Department, El-Behouth st., P.O. 12622, Dokki, Giza, Egypt
3 Central Laboratory for Environmental Quality Monitoring, National Water Research Center, El- Kanater, Cairo, Egypt
4 Helwan University, Faculty of Science, Department of Chemistry, Ain-Helwan, P. Box 11795, Cairo, Egypt
2 National research centre, Water Pollution Research Department, El-Behouth st., P.O. 12622, Dokki, Giza, Egypt
3 Central Laboratory for Environmental Quality Monitoring, National Water Research Center, El- Kanater, Cairo, Egypt
4 Helwan University, Faculty of Science, Department of Chemistry, Ain-Helwan, P. Box 11795, Cairo, Egypt
Abstract
This study was carried out to assess the efficiency of down-flow hanging sponge (DHS) system for decolorizing the reactive dyes wastewater. The reactor was operated at different hydraulic retention times (HRTs) of 1.7, 3.5 and 6 h., and organic loading rates (OLRs) of 3.6, 2.2 and 1.3 g COD/l.d., respectively. The results obtained indicated that increasing the HRT from 1.7 to 3.6 h., significantly increased color and CODt removal efficiencies from 81 6.7 to 91.7 8.7% and from 24.2 6.7 to 72 12.7% respectively. At an HRT of 3.5 h., the DHS system provided a residual CODt value of 217 140 mg/L and BOD5t of 80.3 46 mg/L in the treated effluent. However, CODt and BOD5t removal efficiencies were significantly dropped at increasing the HRT up to 6.0 h., and reducing the OLR to 1.3 g COD/l. d. This was mainly due to a high salinity (20.9 0.4 gCl/l) in the influent wastewater which negatively affected on the decolourization process in the DHS system. Nevertheless, the reactor achieved relatively high removal efficiencies of color (81 6.7%) and turbidity (88 7.9%) as well.
Keywords
color; DHS; HRTs; OLRs; reactive dyes wastewater