“…The process is based on the use of Al(III) or Fe(III) salts alone or in combination with calcium salts and the use of polymers as flocculants. Coagulant doses vary in a wide range like 150-600 mg/L and 250-2000 mg/L of Al 2 (SO 4 ) 3 (alum) used for treatment of domestic [Meriç et al, 2002a,b;Delgado et al, 2003] and industrial wastewaters [Rossini et al,1999;Selçuk et al, 2004], respectively while 20-60 mg/L of alum was applied as the proper interval for drinking water production [Volk et al, 2000;Rizzo et al, 2005]. In addition to aluminium sulfate, alternative coagulants, such as ferric chloride [Delgado et al, 2003], NH 4 -ferric chloride [Gao et al, 2002a[Gao et al, -b,2003] can used trying to improve coagulation efficiency as well as associated with ascorbic acid in the water.…”