I use ferric chloride (FeCl3) as a coagulant in my effluent treatment. on one particular run the concentration of chloride ions is twice the chlorides in the feed. Why is this so? Why am I ending with a high concentration of chlorides at the end. other parameters like, pH, Conductivity, TSS, Turbidity, COD, and Sulphates concentration have been reduced quite significantly. Please help.