The results of this study Title Loaded From File indicate that the polishing ponds made use of for UASB effluent Title Loaded From File upgrade Title Loaded From File weren‘t made Title Loaded From File effectively and their efficiency was restricted to a clarification process.Surface Title Loaded From File aeration + activated sludge process followed by secondary clarifierAeration + Activated sludge process Diffused aeration + activated sludge course of action followed by secondary clarifierUASB effluent upgrade at 43 MLD, STP at Vadodara was performed by a surface aeration followed by activated sludge method The BOD, COD and SS as well as other parameters for example TC and FC were measured so that you can identify the therapy functionality.0.07 41 four.94 0 Avg. removal efficiency 36 38 52 UASB effluent 0 six.98 355 68 0.7 157 1.41 79 0.7 36 50 1.27 2.six 0.14 4.85 0.07 -157 15 eight Feb 2008 FPU effluent 1.58 7.83 352 50 0.57 one hundred two 48 1.52 55 53 0.57 three.03 0.057 5.70 0.1 99 24.67 0.57 4.67 0.28 Avg. removal efficiency 25 36 38 September 2009 UASB effluent 0 7.30 346 89 1 158 two 141 1.52 90 39 0.57 FPU effluent three.15 7.83 376 59 four.16 99 0.57 67 0.57 35 51 1.15 Avg. removal efficiency 33 38 52 UASB effluent 0 7.00 343 80 0.7 150 0.7 120 0.7 63 48 0.7 2.55 0.07 -167 22 0 January 2010 FPU effluent 3.15 7.77 375 45 1.52 85 four.35 53 two.08 35 43 2.64 three.two 011 Avg. removal efficiency 43 43 56 December 2010 UASB effluent 0 7.33 289 51 1.73 98 11.68 58 two.51 27 37 1 1.50 0.two FPU effluent 1.70 7.63 269 26 2.88 54 four.16 39 two.51 20 27 1.52 two.63 0.25 Avg. removal efficiency 48 45 33 -NO3-N (mg/L) two.07 0.05 PO4-P (mg/L) ORP (mV) Sulfates (mg/L) Sulfides (mg/L) 5.80 0.1 14 1.52 7.90 0.1.97 0.057 2.93 0.11 5.13 0.two -137 18 0.57 4.37 0.32 4.60 0.01 71 0.43 0.4 25 five.55 0.07 four.80 0.17 75 26 0.4.13 0.05 three.27 0.11 41 35 3.05 4.80 0.55 133 37 1.0 three.50 0.5.65 0.07 1.77 0.Page 7 ofKhan et al. Journal of Environmental Overall health Science Engineering 2014, 12:43 ijehse.com/content/12/1/Page 8 of480 450 420 390 360 330 300 270 240 210 180 150 120 90 60 30BODCODTSSConcentration (mg/L)BOD = 30 mg/L, Disposal Normal of IndiaAP AP KP KP SP SP NP27 NP27 NP34 NP34 Influent Effluent Influent Effluent Influent Effluent Influent Effluent Influent EffluentFigure three BOD, COD, TSS concentration in PP.25-35 and 30-40 respectively.