Author/Authors :
Kanmani، Subramaniam نويسنده Department of Civil Engineering, National Institute of Technology, Tiruchirappalli, Tamil Nadu, India , , Gandhimathi، Rajan نويسنده , , Muthukkumaran، Kasinathan نويسنده Department of Civil Engineering, National Institute of Technology, Tiruchirappalli, Tamilnadu, India ,
Abstract :
In this study the concept of biofilm accumulation in the sand column was promoted to assess the changes in
hydraulic conductivity and concentration of organic contaminants of the synthetic leachate. Four different
combinations of column study were carried out using synthetic leachate as a substrate solution. Mixed and
stratified mode of experiments with two different sizes (0.3 mm and 0.6 mm) of sand grains were used for
column filling. Two columns were acting as a blank, the remaining two columns amended with mixed microbial
cultures which were isolated from leachate. The column was operated with continuous synthetic leachate supply
for 45 days. The results indicated that the highest hydraulic conductivity reduction occurred in the mixed sand
microbial column with 98.8% when compared to stratified sand microbial column. The analysis of organic
contaminants of the effluent leachate was also clearly shown that the mixed sand amended with microbes
poses a suitable remedial measure when compared to natural and synthetic liners for controlling the leachate
migration in the subsurface environment.