Adequate information is available on colour and organics removal in batch mode using pure microbial cultures from dye contaminated wastewater. There was a need to develop environment friendly and cost effective treatment technique for actual field conditions. Therefore, the present study was undertaken with an aim to evaluate the potential of acclimatized mixed microbial consortia for the removal of colour and organics from real textile wastewater. Experiments were performed in laboratory scale activated sludge process (ASP) unit under steady state condition, varying mixed liquor volatile suspended solids (MLVSS) (2500, 3500 and 5000 mg/l) and hydraulic retention time (HRT) (18, 24 and 36 h). The results showed that decolourization and chem...
AbstractToxic organic dye removal from the textile wastewater is a serious concern. It is difficult ...
The production of wastewaters polluted by organic dyes represents one of the most critical drawbacks...
The effects of hydraulic retention time (theta(H) = 12-72 h), initial COD concentration (COD0 = 1000...
AbstractAdequate information is available on colour and organics removal in batch mode using pure mi...
The objective of the study is to determine the effectiveness of batch activated sludge process and p...
The objective of the study is to determine the effectiveness of batch activated sludge process and p...
The low biodegradability of many dyes and textile chemicals indicates that biological treatment is n...
Toxic organic dye removal from the textile wastewater is a serious concern. It is difficult to choos...
The low biodegradability of many dyes and textile chemicals indicates that biological treatment is n...
The aim of this experimental work was to evaluate the carbonaceous constituents in textile wastewate...
The production of wastewaters polluted by organic dyes represents one of the most critical drawbacks...
The production of wastewaters polluted by organic dyes represents one of the most critical drawbacks...
Discharging of untreated or partially treated textile wastewater is common in Ethiopia, and this has...
Textile wastewater is difficult to be treated because it contains recalcitrant matters. This study e...
Textile industry generates large quantities of wastewater. Discharging effluent of textile industry ...
AbstractToxic organic dye removal from the textile wastewater is a serious concern. It is difficult ...
The production of wastewaters polluted by organic dyes represents one of the most critical drawbacks...
The effects of hydraulic retention time (theta(H) = 12-72 h), initial COD concentration (COD0 = 1000...
AbstractAdequate information is available on colour and organics removal in batch mode using pure mi...
The objective of the study is to determine the effectiveness of batch activated sludge process and p...
The objective of the study is to determine the effectiveness of batch activated sludge process and p...
The low biodegradability of many dyes and textile chemicals indicates that biological treatment is n...
Toxic organic dye removal from the textile wastewater is a serious concern. It is difficult to choos...
The low biodegradability of many dyes and textile chemicals indicates that biological treatment is n...
The aim of this experimental work was to evaluate the carbonaceous constituents in textile wastewate...
The production of wastewaters polluted by organic dyes represents one of the most critical drawbacks...
The production of wastewaters polluted by organic dyes represents one of the most critical drawbacks...
Discharging of untreated or partially treated textile wastewater is common in Ethiopia, and this has...
Textile wastewater is difficult to be treated because it contains recalcitrant matters. This study e...
Textile industry generates large quantities of wastewater. Discharging effluent of textile industry ...
AbstractToxic organic dye removal from the textile wastewater is a serious concern. It is difficult ...
The production of wastewaters polluted by organic dyes represents one of the most critical drawbacks...
The effects of hydraulic retention time (theta(H) = 12-72 h), initial COD concentration (COD0 = 1000...