Author/Authors :
Moondra, Nandini Civil Engineering Department - Sardar Vallabhbhai National Institute of Technology, Surat, India , Jariwala, Namrata Civil Engineering Department - Sardar Vallabhbhai National Institute of Technology, Surat, India , Christian, Robin Civil Engineering Department - Sardar Vallabhbhai National Institute of Technology, Surat, India
Abstract :
In developing countries, wastewater treatment is confined to secondary systems. Hence even after
treatment, wastewater effluent has a high level of nutrients which causes eutrophication and has destructive
impacts on receiving bodies. Literature reveals that phycoremediation can be the best solution to address
the problem faced but is time-consuming, ranging from days to weeks. Hence, the present study aimed
to determine an optimum detention time for the microalgal system to treat domestic wastewater. The
retention time for treatment in the study was divided into an aeration and settling periods. During the
study, aeration time varied from 2 hours to 24 hours, followed by 1-hour settling period for each aeration
time. Optimum detention time for microalgal treatment was obtained at 11 hours of detention time (10
hours aeration and 1-hour settling). Parameters analyzed during the study were pH, EC, TS, TSS, TDS,
nitrate, phosphate, ammonia, COD and DO. However, the main focus was on nutrients (phosphate and
ammonia) and organics (COD) removal while determining the optimum detention time. Maximum
removal efficiency obtained for COD, ammonia and phosphate for non-filtered effluent was 75.61%,
90.63% and 83.29%, respectively. However, removal efficiency further increased for filtered effluents to
86.34%, 100% and 91.12% for COD, ammonia and phosphate, respectively. Algal treatment offers an
ecologically safe and more affordable system for nutrient removal and eliminates the need for tertiary
treatment.
Keywords :
Chlorella Vulgaris , ammonia , phosphate , photosynthesis