Figure 3. Variation of removal efficiency of COD (a) and color (b) with respect to time for different wastewater flow rate

From

Treatment of Sugar Waste Water by Electrocoagulation

Rumi Chaudhary, O.P. Sahu

Journal of Atmospheric Pollution. 2013, 1(1), 5-7 doi:10.12691/jap-1-1-2